Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 61758
CSC No. 61758 Adopted September 2011 City of Fort Worth Standard Construction Specification Documents 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 8, 2024 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 00 05 10 Mayor and Council Communication 07/01/2011 00 05 15 Addenda 07/01/2011 00 11 13 Invitation to Bidders 02/08/2024 00 21 13 Instructions to Bidders 01/17/2024 00 35 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/30/2021 00 42 43 Proposal Form Unit Price 01/20/2012 00 43 13 Bid Bond 09/11/2017 00 43 37 Vendor Compliance to State Law Nonresident Bidder 06/27/2011 00 45 11 Bidders Prequalifications 08/13/2011 00 45 12 Prequalification Statement 09/30/2021 00 45 13 Prequalification Application 08/13/2021 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 40 Business Equity Goal 10/27/2021 00 52 43 Agreement 3/08/2024 00 61 13 Performance Bond 12/08/2023 00 61 14 Payment Bond 12/08/2023 00 61 19 Maintenance Bond 12/08/2023 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 03/08/2024 00 73 00 Supplementary Conditions 03/08/2024 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 31 19 Preconstruction Meeting 08/17/2012 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Schedule 10/06/2023 01 32 33 Preconstruction Video 07/01/2011 01 33 00 Submittals 12/20/2012 01 35 13 Special Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 01 78 39 Project Record Documents 07/01/2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 8, 2024 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City’s website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProjectResources/ Division 02 - Existing Conditions Last Revised 02 41 13 Selective Site Demolition 03/11/2022 02 41 14 Utility Removal/Abandonment 12/20/2012 02 41 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast-In-Place Concrete 03/11/2022 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 03/11/2022 26 05 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi-Duct Conduit 02/26/2016 Division 31 - Earthwork 31 00 00 Site Clearing 03/22/2021 31 23 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 04/29/2021 31 36 00 Gabions 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 12/20/2012 32 01 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 33 Cement Treated Base Courses 06/10/2022 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 32 12 73 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving 06/10/2022 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 12/09/2022 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 17 23 Pavement Markings 06/10/2022 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 8, 2024 32 17 25 Curb Address Painting 11/04/2013 32 31 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018 32 91 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 32 92 13 Sodding 05/13/2021 32 92 14 Non-Native Seeding 05/13/2021 32 92 15 Native Grass and Wildflower Seeding 10/06/2023 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television (CCTV) Inspection – Sanitary Sewer 03/11/2022 33 01 32 Closed Circuit Television (CCTV) Inspection – Storm Drain 12/08/2023 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 04 30 Temporary Water Services 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Pipes 03/11/2022 33 05 10 Utility Trench Excavation, Embedment, and Backfill 04/02/2021 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings 09/09/2022 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 03/11/2022 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunnel Liner Plate 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 12/09/2022 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/09/2022 33 11 11 Ductile Iron Fittings 09/20/2017 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 09/09/2022 33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 12/20/2012 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 33 12 20 Resilient Seated Gate Valve 05/06/2015 33 12 21 AWWA Rubber-Seated Butterfly Valves 04/23/2019 33 12 25 Connection to Existing Water Mains 02/06/2013 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 12 40 Fire Hydrants 01/03/2014 33 12 50 Water Sample Stations 12/20/2012 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 8, 2024 33 12 60 Standard Blow-off Valve Assembly 06/19/2013 33 31 12 Cured in Place Pipe (CIPP) 12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 04/23/2019 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 09/09/2022 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 12/20/2012 33 31 22 Sanitary Sewer Slip Lining 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012 33 39 10 Cast-in-Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 Fiberglass Manholes 12/20/2012 33 39 40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Liners for Sanitary Sewer Structures 04/29/2021 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012 33 41 12 Reinforced Polyethylene (SRPE) Pipe 11/13/2015 33 41 13 Polypropylene Pipe for Storm Drain 06/10/2022 33 46 00 Subdrainage 12/20/2012 33 46 01 Slotted Storm Drains 07/01/2011 33 46 02 Trench Drains 07/01/2011 33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 03/11/2022 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34 41 10 Traffic Signals 03/11/2022 34 41 10.01 Attachment A – Controller Cabinet 12/18/2015 34 41 10.02 Attachment B – Controller Specification 02/2012 34 41 10.03 Attachment C – Software Specification 01/2012 34 41 11 Temporary Traffic Signals 11/22/2013 34 41 13 Removing Traffic Signals 03/11/2022 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single-Mode Fiber Optic Cable 02/26/2016 34 71 13 Traffic Control 03/22/2021 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 8, 2024 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION DATE:Tuesday, June 25, 2024 REFERENCE NO.: **M&C 24-0608 LOG NAME: 60SSM295M329U123-CIRCLEC SUBJECT: (CD 8) Authorize Execution of a Contract with William J. Schultz, Inc. dba Circle C Construction Company, in the Amount of $14,438,269.50 for Sanitary Sewer Interceptor Improvements M-295 and M- 329, Adopt Attached Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt, and Adopt Attached Appropriation Ordinance to Effect a Portion of Water’s Contribution to the Fiscal Years 2024-2028 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with William J. Schultz, Inc. dba Circle C Construction Company, in the amount of $14,438,269.50 for CFA-Sanitary Sewer Interceptor Improvements M-295 and M- 329 (City project No. 102152); 2. Adopt the attached resolution expressing official intent to reimburse expenditures with proceeds from future debt for the Sanitary Sewer Interceptor Improvements M-295 and M-329 Units 1, 2 and 3; and 3. Adopt the attached appropriation ordinance adjusting appropriations in the Water & Sewer Commercial Paper Fund by increasing appropriations in the CFA Bucket project (City Project No. P00001) in the amount of $9,932,489.00 and decreasing appropriations in the Water & Sewer Commercial Paper (City Project No. UCMLPR) by the same amount for the purpose of funding CFA- S.S. Mains M-295 and M-329 project (City Project No. 102152) and to affect a portion of Water’s Contribution to the Fiscal Years 2024-2028 Capital Improvement Program. DISCUSSION: This project was initially being constructed pursuant to a community facilities agreement between the City and Legends of Hanna Ranch, Ltd. (Developer), City Secretary Contract Number 55841. The contractor abandoned the project and the surety refused to perform pursuant to the performance bond. The City and Developer have sued the original contractor and the surety. The project was rebid and will be completed as a capital project. The City will fund the costs for completion of the project and seek reimbursement from the Developer and/or the surety for the Developer’s share of the project costs pursuant to an amendment to the Community Facilities Agreement. The amount of $5,407,718.88 remains appropriated for the project's construction and will be utilized to partially fund this contract. The project was advertised for bid on April 24, 2024 and May 2, 2024, in the Fort Worth Star-Telegram. On May 23, 2024, the following bids were received: Bidder Total Bid Contract Time William J. Schultz, Inc. dba Circle C Construction Company $14,438,269.50 400 Calendar Days In addition to the contract cost, $613,172.50 is required for staff costs including project management material testing and inspection and $288,765.00 is provided for project contingency. This project will have no impact on the Water Department's operating budget when complete. This project is anticipated to be included in a future revenue bond issue for the Water & Sewer Fund. Available cash within the Water and Sewer portfolio and the City’s portfolio along with the appropriation City of Fort Worth, Texas Mayor and Council Communication 6/26/24, 11:07 AM M&C - Council Agenda apps.cfwnet.org/ecouncil/printmc.asp?id=32314&print=true&DocType=Print 1/3 authority authorized under the Callable Commercial Paper Program (CP) will be used to provide interim financing for this project until debt is issued. Once debt associated with this project is sold, bond proceeds will be used to reimburse the Water and Sewer portfolio and the City’s portfolio in accordance with the attached reimbursement resolution. Under federal law, debt must be issued within approximately three years in order for these expenses to be reimbursable. Adoption of the attached resolution does not obligate the City to sell bonds, but preserves the ability of the City to reimburse itself from tax-exempt bond proceeds. It is the practice of the Water Department to appropriate its CIP plan throughout the Fiscal Year (FY), instead of within the annual budget ordinance, as projects commence, additional funding needs are identified, and to comply with bond covenants. The actions in the Mayor & Council Communication will amend the City of Fort Worth’s Fiscal Year 2024-2028 Capital Improvement Program as follows: 60SSM295M329U123-CIRCLEC Name Project Name FY2024 CIP Appropriations Authority Budget Change (Increase/Decrease) Revised FY2023 Budget 56023 - W&S Commercial Paper 102152 – CFA- S.S. Mains M-295 and M- 329 $0.00 This M&C $9,932,489.00 $9,932,489.00 Funding will be budgeted in the UCMLPR project within the Commercial Paper Fund for the purpose of funding the CFA-S.S. Mains M-295 and M-329 project, after the sale of Water and Sewer Bonds. Funding for the CFA-S.S. Mains M-295 and M-329 project is depicted below: FUND Existing Appropriations Additional Appropriations Project Total* Gvt Community Facilities Agmt – Fund 30111 $14,000.00 $0.00 $14,000.00 CFA Developer – Fund 30114 $69,537.23 $0.00 $69,537.23 Water/Sewer Bond 2016 – Fund 56005 $167,341.00 $0.00 $167,341.00 W&S Community Facilities Agmt – Fund 56008 $16,502.34 $0.00 $16,502.34 Water & Sewer Bond 2020A – Fund 56017 $1,329,602.00 $0.00 $1,329,602.00 W&S Rev Bonds Series 2022 – Fund 56020 $8,711,004.00 $0.00 $8,711,004.00 W&S Commercial Paper - Fund 56023 $0.00 $9,932,489.00 $9,932,489.00 6/26/24, 11:07 AM M&C - Council Agenda apps.cfwnet.org/ecouncil/printmc.asp?id=32314&print=true&DocType=Print 2/3 Project Total $10,307,986.57 $9,932,489.00 $20,240,475.57 *Numbers rounded for presentation purposes. Business Equity – The Business Equity Division placed a 22\% business equity goal on this solicitation/ contract. William J. Schultz, Inc. DBA Circle C Construction Company, has agreed/ committed to utilize 22\% business equity sub-consultant participation for the scope of work, meeting the City’s Ordinance. Any changes in subcontractors will be reviewed by the Business Equity Division. The project is located in COUNCIL DISTRICT 8. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds will be available after the sale of Water and Sewer Bonds in the UCMLPR project within the W&S Commercial Paper Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the W&S Commercial Paper Fund for the CFA-S.S. Mains M-295 and M-329 project to support the execution of the amendment to the engineering contract and the construction contract. Prior to an expenditure being incurred, the Water Department has the responsibility of verifying the availability of funds. The Water Department (and Financial Management Services) is responsible for the collection and deposit of funds due to the City. TO Fund Department ID Account Project ID Program Activity Budget Year Reference # (Chartfield 2) Amount FROM Fund Department ID Account Project ID Program Activity Budget Year Reference # (Chartfield 2) Amount Fernando Costa (6122) Chris Harder (5020) Walter Norwood (5026) FUND IDENTIFIERS (FIDs): CERTIFICATIONS: Submitted for City Manager's Office by: Originating Department Head: Additional Information Contact: ATTACHMENTS 1. 60SSM295M329U123-CIRCLEC 1295.pdf (CFW Internal) 2. 60SSM295M329U123-CIRCLEC FID Table (WCF 05.29.24).xlsx (CFW Internal) 3. 60SSM295M329U123-CIRCLEC MAP.pdf (Public) 4. 60SSM295M329U123-CIRCLEC MWBE.pdf (CFW Internal) 5. Commercial Paper as of 05.29.24.xlsx (CFW Internal) 6. Funds Availability for Commercial Paper Fund 56023 6.4.24.docx (CFW Internal) 7. ORD.APP_60SSM295M329U123-CIRCLEC_56023_AO24(r3).docx (Public) 8. PBS 102152.pdf (CFW Internal) 9. Res.60SSM295M329V123-CIRCLEC.docx (Public) 10. SAM.gov _ Circle C Construction Co.pdf (CFW Internal) 6/26/24, 11:07 AM M&C - Council Agenda apps.cfwnet.org/ecouncil/printmc.asp?id=32314&print=true&DocType=Print 3/3 � ri � � N M � I if7 � C`I I � � O � �R"� �V�R�TH � ADDENDUM TO INVITATION TO BID NO. 24-0196 SANITARY SEWER IMPROVEMENTS M-295 AND M-329 WATER DEPARTMENT ADDENDUM NO. 1 INVITATION TO BID (ITB): 24-0196 BID OPENING DATE: May 8, 2024 DATE ISSUED: May 8, 2024 ITB No. 24-0196, issued May 8, 2024, is hereby amended as follows: Request for Information Responses: 1) Q: The Bid Proposal Form lists Items 1A and 2A as (ASTM F679 PS115) pipe along with the specification section #'s 33 11 10-Ductile Iron Pipe, 33 31 22-Sanitary Sewer 5liplining and 33 31 13-Fiberglass Reinforced Pipe for Gravity Sewers. Please clarify which pipe types are acceptable for the Items 1A and 2A in the Bid Proposal. A: Pipe types acceptable for the proposed sanitary sewer main shall be PVC ASTM F679 (PS 115) or FRP ASTM D3262 (SN 72) for Units 1& 2 of the bid proposal form and shall be PVC ASTM F679 (PS46) or FRP ASTM D3262 (SN46) for Unit 3. Specification for Items A shall be specification # 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe or for Items B shall be specification # 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 2) Q: Is a prebid meeting sign in sheet available? A: Pre-bid meeting sign in sheet is uploaded to the City's Bonfire procurement portal. Information: 1) Contractors must complete all three bid tables for Units 1,2 & 3 2) Contractor shall provide the total project cost as a single response when submitting bids. 3) Contractor shall pro�ide unit price bid for only 1A or 1B and for 2A or 2B for Unit 1, 1A or 1B,2A or 2B, 3A or 3B, 4A or 46, 5A or 5B and 6A or 66 for Unit 2, 1A or 16, 2A or 2B, 3A or 3B and 4A or 4B for unit 3. All other terms and c�nditions remain unchanged. �, TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WAT"�R Qt:PAR�T'MFN7 ■������������������r���r������������������������������������������������������� 8y the signature affixed below, Addendum No. 1 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME: SIGNATURE: c !� a s� NOTE: Company name and signature must b e same as on the original bid documents. Failure to return this form with your sealed bid may itute grounds for rejection of your offer. ITB 24-0196 PW 102152 Sanitary Sewer Improvements M-295 and M-329 Addendum No. 1, Page 2 of 2 ��.�����T� � ADDENDUM TO INVITATI�N TO BID NO. 24-0196 SANITARY SEWER IMPROVEMENTS M-295 AfVD M-329 WATER DEPARTMENT ADDENDUM NO. 2 DATE ISSUED: May 8, 2024 INVITATION TO BID (ITB): 24-0196 BID OPENING DATE: May 16, 2024 ITB No. 24-0196, issued May 8, 2024, is hereby amended as follows: Request for Information Responses: 1) This addendum confirms the bid opening date has not changed and corrects the date shown on Addendum 1. The bid opening date is May 16, 2024 at 2:00 PM. All other terms a� �ndi o s remain unchanged. bl� ° _� TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER UEPARTMENT ..............................................................................� By the signature affixed below, Addendum No. 2 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME: �rr c l � Cor7 ST/u c 7�o r� SIGNATURE: � �► �S�i NOTE: Company name and signature must� the same as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection of your offer. F� Z���RT� �R � ADDENDUM TO INVITATION TO BID NO. 24-0196 SANITARY SEWER IMPROVEMENTS M-295 AND M-329 WATER DEPARTMENT ADDENDUM NO. 3 INVITATION TO BID (ITB): 24-0196 BID OPENING DATE: May 23, 2024 DATE ISSUED: May 14, 2024 ITB No. 24-0196, issued April 25, 2024, is hereby amended as follows: 1. The bid opening date is revised to May 23, 2024 at 2:00 PM. 2. Deadline to ask questions is extended until 5:00 PM on Tuesday May 21, 2024. 3. A Plan Holders List is added to the project files in Bonfire. 4. The pipe provided by the owner to, be used in Unit 1 construction, has been inspected by the manufacturer and determined to be free from damage. A letter from the manufacturer is added to the project files. 5. The Contractor will not be responsible for repairs on the existing pipe on M-295R between Sta. 10+20 to Sta. 43+00. Testing done on this pipe is for information only. The Contractor is responsible for the testing and warranty of the point repair at Sta. 31+32, Bid Item 47. 6. PVC pipe shall be in accordance with ASTM F679 for 18-inch through 48-inch, PS115. Pipe stiffness is to remain PS115 per the specification for ASTM F679. 7. The application rate for the 8" cement treatment under asphalt paving shall be 30 Ib/sy. All otl� terms and ,on ti s remain unchanged. ,otl � V v� TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT ..............................................................................� By the signature affixed below, Addendum No. 2 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME: `��'G� C Cv/hS'��'u c� o/I � SIGNATURE: ���� css� NOTE: Company name and signature must�e�,V�e same as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection of your offer. 00 11 13 INVITATION TO BIDDERS Page 1 of 3 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 102152 Revised 2/08/24 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Sanitary Sewer Interceptor Improvements M-295 and M-329 Unit 1, Unit 2 and Unit 3 CPN 102152 (“Project”) will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, May 16th, 2024. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST in the City Council Chambers. In lieu of delivering completed Business Equity (M/WBE) forms for the project to the Purchasing Office, bidders shall e-mail the completed Business Equity forms to the City Project Manager no later than 2:00 PM on the second City Business Day after the bid opening date, exclusive of the bid opening date. Your submissions must be uploaded, finalized and submitted prior to the Project’s posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. JavaScript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non-responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. 00 11 13 INVITATION TO BIDDERS Page 2 of 3 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 102152 Revised 2/08/24 If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. SUPPORT For technical questions, visit Bonfire’s help forum at https://vendorsupport.gobonfire.com/hc/en- us Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] – Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: • 6600 LF of 30 Inch Dia. Sanitary Sewer by Open Cut • 3,340 LF of 21Inch Dia. Sanitary Sewer by Open Cut • 442 LF of 48” Steel Casing by Other Than Open Cut • 24 - 4-ft diameter manholes • 20 - 5-ft diameter manholes • 7,000 SY Asphalt Pavement • Bypass pumping. PREQUALIFICATION Certain improvements included in this project must be performed by a contractor or designated subcontractor who is pre-qualified by the City at the time of bid opening. The procedures for qualification and pre-qualification are outlined in the Section 3 of 00 21 13 – INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting “yes” under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. PREBID CONFERENCE – Web Conference A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: 00 11 13 INVITATION TO BIDDERS Page 3 of 3 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 102152 Revised 2/08/24 DATE: May 7, 2024 TIME: 9:00 AM Invitations with links to the web conferencing application will be available through Bonfire. If a prebid conference is held, the presentation and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders should direct all questions about the meaning and intent of the Bidding Documents electronically through the Vendors discussions section under the respective Project via the Procurement Portal. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. ADVERTISEMENT DATES April 25th, 2024 May 2nd, 2024 END OF SECTION 00 21 13 INSTRUCTIONS TO BIDDERS Page 1 of 9 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 102152 Revised/Updated 1/17/24 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms 1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making electronic Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre-qualification, must submit the documentation identified in Section 00 45 11 on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7) calendar days prior to Bid opening for review and, if qualified, acceptance. The subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate work types. Subcontractors must follow the same timelines as Bidders for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. Prequalification requirement work types and documentation are available by accessing all required files through the City’s website at: https://apps.fortworthtexas.gov/ProjectResources/ 3.1.1. Paving – Requirements document located at: 00 21 13 INSTRUCTIONS TO BIDDERS Page 2 of 9 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 102152 Revised/Updated 1/17/24 https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/02%20- %20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving %20Contractor%20Prequalification%20Program/PREQUALIFICATION%20REQ UIREMENTS%20FOR%20PAVING%20CONTRACTORS.pdf 3.1.2. Roadway and Pedestrian Lighting – Requirements document located at: https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/02%20- %20Construction%20Documents/Contractor%20Prequalification/TPW%20Roadwa y%20and%20Pedestrian%20Lighting%20Prequalification%20Program/STREET% 20LIGHT%20PREQUAL%20REQMNTS.pdf 3.1.3. Water and Sanitary Sewer – Requirements document located at: https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/02%20- %20Construction%20Documents/Contractor%20Prequalification/Water%20and%2 0Sanitary%20Sewer%20Contractor%20Prequalification%20Program/WSS%20pre qual%20requirements.pdf 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre-qualified contractor who is the apparent low bidder for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City’s assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: 00 21 13 INSTRUCTIONS TO BIDDERS Page 3 of 9 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 102152 Revised/Updated 1/17/24 4.1.1. Shall examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.5. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima-facie evidence that the Bidder has made the investigations, examinations and tests herein required. 00 21 13 INSTRUCTIONS TO BIDDERS Page 4 of 9 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 102152 Revised/Updated 1/17/24 4.1.8. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.1.9. Indicate their intent to bid by selecting “yes” in the Procurement Portal under the Intent to Bid section. You must indicate your intent to bid to be able to submit a bid to the City. 4.2. Reference is made to Section 00 73 00 – Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4. Standard insurance requirements, coverages and limits. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 00 21 13 INSTRUCTIONS TO BIDDERS Page 5 of 9 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 102152 Revised/Updated 1/17/24 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City electrically through the Vendor Discussions section under the respective Project via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications shall be posted under the respective Project via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 00 21 13 INSTRUCTIONS TO BIDDERS Page 6 of 9 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 102152 Revised/Updated 1/17/24 7. Bid Security 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City ma y consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or-Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or-equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 01 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City’s Business Equity Ordinance No.25165-10-2021 the City has goals for the participation of minority business and/or women business enterprises in City contracts $100,000 or greater. See Section 00 45 40 for the M/WBE Project Goals and additional requirements. Failure to comply shall render the Bidder as non-responsive. Business Equity Ordinance No.25165-10-2021, as amended (replacing Ordinance No. 24534-11-2020), codified at: https://codelibrary.amlegal.com/codes/ftworth/latest/ftworth_tx/0-0-0-22593 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 00 21 13 INSTRUCTIONS TO BIDDERS Page 7 of 9 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 102152 Revised/Updated 1/17/24 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents. 12.2. All blanks on the Bid Form must be completed and the Bid Form signed electronically or signed in ink and scan. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 – Vendor Compliance to State Law Non-Resident Bidder. 13. Submission of Bids Bids shall be submitted electronically in the Procurement Portal on the prescribed Bid Form, provided with the Bidding Documents, prior to the time indicated in the Advertisement or INVITATION TO BIDDERS. 00 21 13 INSTRUCTIONS TO BIDDERS Page 8 of 9 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 102152 Revised/Updated 1/17/24 14. Withdrawal of Bids 14.1. Bids submitted electronically may be withdrawn prior to the time set for bid opening via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities. 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. In addition to Bidder’s relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 00 21 13 INSTRUCTIONS TO BIDDERS Page 9 of 9 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 102152 Revised/Updated 1/17/24 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder’s bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident’s principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at https://www.ethics.state.tx.us/data/forms/1295/1295.pdf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Project Manual. Within 14 days thereafter, Contractor shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION 00 35 13 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of Fort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIQ Form) and/or a Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) pursuant to state law. You are urged to consult with counsel regarding the application of these forms to your company. The referenced forms may be downloaded from the links provided below. htt��:, :�'www.eth ics.state.tx. us1'form s� Cl: �df htt : www.ethics.state.tx.us forms CIS. df u � u u L� u CIQ Form does not apply CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary CIS Form does not apply CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BID E : �f�,�t1/�� �16� �y �/� p G �.sfiwc�i on Gd�'po�'y /P �.Sa .S.S.Ii'i/ Company�ame Here By: soo�r.�•.�.�,ir.��� T�r ��,✓d � Address Here � �� G%.%� Signature: �--G�-�ov �5�� Address Here or Space �� 1 City, State Zip Code Here Title: ��si�c%a'here END OF SECTION CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised November 9, 2017 0o a� o0 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 20� Texas Street City of Fort Worth, Texas 76102 FOR: City Project No Units/Sections: Sanitary Sewer Interceptor Improvements M-295 and M-329 102152 FID:30114-0200431-102152-E07685 X-26391 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditians of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH Sanitary Sewer lnterceptor Lnpro��ements M-295 and h9-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Prqject No. 102152 Revised 9/30-"202] 0o ai o0 BID FORM Page 2 of 3 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Wastewater new Development, Rehabilitation, and Redevelopment Open Cut and Trenchless (48" b. Asphalt Paving Construction/Reconstruction (less than 15,000 square yards) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within `/OO days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non-Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Evaluation of Alternate Bid Items �use this if applicable, otherwise delete> C1TY OF FORT WORTH Sanitary Sewer ]nterceptor liuprocements M-295 and A9-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Prqject No. 102152 Revised 9/30; 2021 00 41 00 81D FORM Page 3 of 3 Total Base Bid <use this if applicable, otherwise delete Alternate Bid <use this if applicable, otherwise delete> Deductive Alternate<use this if applicable, otherwise Additive Alternate <use this if applicable, otherwise Total Bid $0.00 $0.00 $0.00 $0.00 $o.00 �'iy y38, z� 9. s�G 7. Bid Submittal This Bid is submitted on I�lr��} Z3� Z 02 y by the entity named below. Respectfully submitted, gy:_ � s�i (Signature) (Printed Name) Title: �rls/Ct'�n t Company: f,.%i //i p.s� .Tv�� �� �z li� c�6 a �jrcic C CO�ISTru`�ion �0�+'+�pny Address: s—�o � �QM��//Av� �or � GJn� f�, Tir 7� �ya State of Incorporation: �XO.f Email: 7, SK���Y e C/�'c l CG m�sTrtsGT/ O!'!. C Dm Phone: g/T - y'�o J99�O Receipt is acknowledged of the �nitial following Addenda: Addendum No. 1: �S� Addendum No. 2: T,S�' Addendum No. 3: ,s' Addendum No. 4: Corporate Seal: END OF SECTION CITY OF FORT WURTH Sanitary Sewer Interceptor Lnpro�'ements M-295 and �1-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Pr�ject No. 102152 Revised 9/30/2021 6/27/2024 00 42 43_Unit 1 DAP - BID PROPOSAL Page 1 of 1 1A 3331.4402 30" Sewer Pipe (ASTM F679 PS115), CSS Backfill LF 33 11 10, 33 31 13, 33 31 22 40 1B 3331.4409 30" Fiberglass Sewer Pipe (D3262 SN72), CSS Backfill LF 33 31 13 40 $650.00 $26,000.00 2A 3331.4401 30" Sewer Pipe (ASTM F679 PS115)LF 33 11 10, 33 31 13, 33 31 22 1,468 2B 3331.4408 30" Fiberglass Sewer Pipe (D3262 SN72)LF 33 31 13 1,468 $420.00 $616,560.00 3 9999.0001 Installing 30" Fiberglass Sewer Pipe (D3262 SN72) Owner supplied pipe LF 99 99 99 1,540 $325.00 $500,500.00 4 3331.4201 10" Sewer Pipe LF 33 11 10, 33 31 12, 33 31 20 34 $135.00 $4,590.00 5 3331.3312 6" Sewer Service, Reconnection EA 33 31 50 3 $2,500.00 $7,500.00 6 0171.0101 Construction Survey Staking LS 01 71 23 1 $5,000.00 $5,000.00 7 0171.0102 Red Line Drawings for As-Builts (GPS)LS 01 71 23 1 $5,000.00 $5,000.00 8 0241.0401 Remove Concrete Drive SF 02 41 13 290 $10.00 $2,900.00 9 0241.0700 Remove Mailbox & Replace EA 02 41 13 2 $2,500.00 $5,000.00 10 0241.1100 Remove Asphalt Pavement SY 02 41 13 405 $7.50 $3,037.50 11 0241.2001 Sanitary Line Grouting CY 02 41 14 287 $250.00 $71,750.00 12 0241.2110 21" Sewer Abandonment Plug EA 02 41 14 4 $5,500.00 $22,000.00 13 0241.4401 Remove Headwall/SET & Replace EA 02 41 14 1 $8,500.00 $8,500.00 14 0241.5001 Abandon Manhole EA 02 41 14 4 $1,800.00 $7,200.00 15 0330.0001 Concrete Encase Sewer Pipe CY 03 30 00 176 $250.00 $44,000.00 16 3110.0102 6"-12" Tree Removal EA 31 10 00 13 $1,000.00 $13,000.00 17 3110.0103 12"-18" Tree Removal EA 31 10 00 3 $1,500.00 $4,500.00 18 3125.0101 SWPPP ≥ 1 acre LS 31 25 00 1 $25,000.00 $25,000.00 19 3201.0115 Perm. 8' Wide Asphalt Pvmt, Residential Pvmt Repair LF 32 01 17 170 $125.00 $21,250.00 20 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential SY 32 01 17 270 $85.00 $22,950.00 21 3213.0401 6" Concrete Driveway SF 32 13 20 290 $35.00 $10,150.00 22 3231.0132 5' Wroght Iron Fence, Remove & Replace LF 32 31 26 200 $150.00 $30,000.00 23 3231.0211 Barbed Wire Fence, Metal Posts, Remove & Replace LF 32 31 26 210 $25.00 $5,250.00 24 3231.0142 5' Steel Tube Fence LF 32 31 13 70 $85.00 $5,950.00 25 3231.0212 Hog Wire Fence, Metal Posts, Remove & Replace LF 32 31 26 180 $25.00 $4,500.00 26 3231.0303 8' Gate, Steel, Remove & Replace LF 33 31 26 16 $250.00 $4,000.00 27 3292.0201 Utility Surface Restoration Seeding SY 32 92 13 18,107 $5.00 $90,535.00 28 3301.0001 Pre-CCTV Inspection LF 33 01 31 3,303 $5.00 $16,515.00 29 3301.0002 Post-CCTV Inspection LF 33 01 31 3,082 $5.00 $15,410.00 30 3301.0101 Manhole Vacuum Testing EA 33 01 30 5 $200.00 $1,000.00 31 3303.0001 Bypass Pumping (M-295 Section)LS 33 03 10 1 $1,000,000.00 $1,000,000.00 32 3305.0103 Exploratory Excavation of Existing Utilities EA 33 05 30 2 $3,500.00 $7,000.00 33 3305.0109 Trench Safety EA 33 05 10 3,082 $3.00 $9,246.00 34 3305.0110 Utility Markers EA 33 05 26 20 $500.00 $10,000.00 35 3305.0112 Concrete Collar EA 33 05 17 10 $450.00 $4,500.00 36 3339.0001 Epoxy Manhole Liner - 5' Manhole VF 33 39 60 149 $450.00 $67,050.00 37 3339.1001 4' Manhole EA 33 39 30, 33 39 20 1 $8,500.00 $8,500.00 38 3339.1003 4' Extra Depth Manhole VF 35 39 30, 33 39 20 9 $250.00 $2,250.00 39 3339.1101 5' Manhole EA 33 39 10, 33 39 20 5 $15,500.00 $77,500.00 40 3339.1102 5' Drop Manhole EA 33 39 10, 33 39 20 2 $18,500.00 $37,000.00 41 3339.1103 5' Extra Depth Manhole VF 35 39 10, 33 39 20 77 $450.00 $34,650.00 42 3471.0001 Traffic Control MO 34 71 13 2 $6,500.00 $13,000.00 43 9999.0002 Permanent Gas Well Access Road Repair LF 99 99 99 500 $50.00 $25,000.00 44 9999.0003 Stabilized Construction Entrance SY 31 25 00 400 $75.00 $30,000.00 45 9999.0004 Odor Control Unit and Assembly EA 99 99 99 4 $15,000.00 $60,000.00 46 9999.0005 Temporary 5 strand Barbed Wire Fence LF 32 31 26 3,260 $20.00 $65,200.00 47 9999.0006 Leak/Infiltration Pipe Repair (Approx. STA 31+32.28) 36" FRP LS 99 99 99 1 $225,000.00 $225,000.00 48 9999.0007 Permanent Turf reinforcement mats or equivalent, turf mat (moderate velocity protection), 6.5 foot x 55.5 foot, (40 square yards)SY 99 99 99 1,452 $35.00 $50,820.00 49 9999.0008 Tree Protection Temporary Construction Fence LS 99 99 99 1 $5,800.00 $5,800.00 50 9999.0009 Construction Allowance LS 99 99 99 1 $75,000.00 $75,000.00 NOTES: $3,407,063.50SUB-TOTAL UNIT 1 SANITARY SEWER IMPROVEMENTS UNIT 1: SANITARY SEWER IMPROVEMENTS (STA 43+00 TO STA 73+26.74) CONTRACTOR TO PROVIDE UNIT PRICE/BID VALUE FOR ONLY ONE OF THE MATERIAL ALTERNATES FOR ITEMS A AND B. DO NOT PROVIDE UNIT PRICE/BID VALUES FOR EACH ALTERNATE. Unit Price Bid Value Project Item Information Bidder's Proposal Bidlist Item No.Description Unit of Measure Specification Section No.Bid Quantity SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORMSanitary Sewer Interceptor Improvements M-295 and M-329 UNIT 1 PRICE BID Bidder's Application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 Sanitary Sewer Interceptor Improvements M-329 and M-295 City Project No. 102152 6/27/2024 00 42 43_Unit 2 DAP - BID PROPOSAL Page 1 of 1 1A 3331.4402 30" Sewer Pipe (ASTM F679 PS115), CSS Backfill LF 33 11 10, 33 31 13, 33 31 22 170 1B 3331.4409 30" Fiberglass Sewer Pipe (D3262 SN72), CSS Backfill LF 33 31 13 170 $625.00 $106,250.00 2A 3331.4401 30" Sewer Pipe (ASTM F679 PS115)LF 33 11 10, 33 31 13, 33 31 22 3,389 2B 3331.4408 30" Fiberglass Sewer Pipe (D3262 SN72)LF 33 31 13 3,389 $425.00 $1,440,325.00 3A 3331.4309 21" Sewer Pipe (ASTM F679 PS115), CSS Backfill LF 33 11 10, 33 31 13, 33 31 22 100 3B 3331.4311 21" Fiberglass Sewer Pipe (D3262 SN72), CSS Backfill LF 33 31 13 100 $400.00 $40,000.00 4A 3331.4414 21" Sewer Pipe (ASTM F679 PS115)LF 33 11 10, 33 31 13, 33 31 22 2,380 4B 3331.4421 21" Fiberglass Sewer Pipe (D3262 SN72)LF 37 31 13 2,380 $300.00 $714,000.00 5A 3305.3012 30" Sewer Carrier Pipe ASTM F679 PS115 LF 33 05 24 442 5B 3305.3012 30" Sewer Carrier Pipe FRP D3262 SN72 LF 33 05 24 442 $300.00 $132,600.00 6A 3305.1203 48" Casing/Tunnel Liner Plate By Other Than Open Cut, 30" ASTM F679 PS115 LF 33 05 21, 33 05 22 442 6B 3305.1202 42" Casing/Tunnel Liner Plate By Other Than Open Cut, 30" FRP D3262 SN72 LF 34 05 21, 33 05 22 442 $1,550.00 $685,100.00 7 3331.4115 8" Sewer Pipe LF 33 11 10, 33 31 12, 33 31 20 217 $135.00 $29,295.00 8 3331.4201 10" Sewer Pipe LF 33 11 10, 33 31 12, 33 31 20 250 $155.00 $38,750.00 9 3331.4208 12" Sewer Pipe LF 33 11 10, 33 31 12, 33 31 20 5 $175.00 $875.00 10 3331.4215 15" Sewer Pipe LF 33 11 10, 33 31 12, 33 31 20 381 $185.00 $70,485.00 11 3305.1003 20" Casing By Open Cut LF 33 05 22 27 $500.00 $13,500.00 12 3305.1004 24" Casing By Open Cut LF 33 05 22 178 $500.00 $89,000.00 13 3331.3312 6" Sewer Service, Reconnection EA 33 31 50 4 $2,500.00 $10,000.00 14 0171.0101 Construction Survey Staking LS 01 71 23 1 $8,000.00 $8,000.00 15 0171.0102 Red Line Drawings for As-Builts (GPS)LS 01 71 23 1 $8,000.00 $8,000.00 16 0241.0401 Remove Concrete Drive SF 02 41 13 780 $10.00 $7,800.00 17 0241.0402 Remove Asphalt Drive SF 02 41 13 1,480 $10.00 $14,800.00 18 0241.0700 Remove Mailbox & Replace EA 02 41 13 1 $2,500.00 $2,500.00 19 0241.2001 Sanitary Line Grouting CY 02 41 14 216 $250.00 $54,000.00 20 0241.2110 21" Sewer Abandonment Plug EA 02 41 14 4 $8,500.00 $34,000.00 22 0241.5001 Abandon Manhole EA 02 41 14 3 $1,200.00 $3,600.00 23 0330.0001 Concrete Encase Sewer Pipe CY 03 30 00 269 $350.00 $94,150.00 24 3110.0102 6"-12" Tree Removal EA 31 10 00 90 $1,000.00 $90,000.00 25 3110.0103 12"-18" Tree Removal EA 31 10 00 20 $1,500.00 $30,000.00 26 3110.0104 18"-24" Tree Removal EA 31 10 00 4 $2,000.00 $8,000.00 27 3110.0105 24" and Larger Tree Removal EA 31 10 00 2 $3,500.00 $7,000.00 28 3125.0101 SWPPP ≥ 1 acre LS 31 25 00 1 $20,000.00 $20,000.00 29 3201.0400 Temporary Asphalt Paving Repair, Enon Avenue LF 32 01 18 2,300 $38.00 $87,400.00 30 3211.7502 8" Cement Treatment, Enon Avenue SY 32 11 33 6,652 $35.00 $232,820.00 31 3212.0302 2" Asphalt Pvmt Type D, Enon Avenue SY 32 12 16 7,011 $35.00 $245,385.00 32 3212.0501 4" Asphalt Base Type B, Enon Avenue SY 32 12 16 6,652 $45.00 $299,340.00 33 3213.0401 6" Concrete Driveway SF 32 13 20 780 $30.00 $23,400.00 34 3231.0211 Barbed Wire Fence, Metal Posts, 5 Strand, Remove & Replace LF 32 31 13 130 $25.00 $3,250.00 35 3231.0411 4' Fences, Wood, Remove & Replace LF 32 31 29 170 $35.00 $5,950.00 36 3231.0303 8' Gate, Steel, Remove & Replace LF 33 31 26 10 $500.00 $5,000.00 37 3292.0201 Utility Surface Restoration Seeding SY 32 92 13 39,925 $5.00 $199,625.00 38 3301.0002 Post-CCTV Inspection LF 33 01 31 7,334 $5.00 $36,670.00 39 3301.0101 Manhole Vacuum Testing EA 33 01 30 25 $250.00 $6,250.00 40 3303.0001 Bypass Pumping (M-295 Section)LS 33 03 10 1 $1,500,000.00 $1,500,000.00 41 3303.0001 Bypass Pumping (M-329 STA 112+22 TO STA 138+89)LS 33 03 10 1 $550,000.00 $550,000.00 42 3305.0103 Exploratory Excavation of Existing Utilities EA 33 05 30 9 $2,500.00 $22,500.00 43 3305.0109 Trench Safety EA 33 05 10 6,892 $3.00 $20,676.00 44 3305.0110 Utility Markers EA 33 05 26 17 $1,250.00 $21,250.00 45 3305.0112 Concrete Collar EA 33 05 17 24 $450.00 $10,800.00 46 3339.0001 Epoxy Manhole Liner - 4' Manhole VF 33 39 60 169 $350.00 $59,150.00 47 3339.0001 Epoxy Manhole Liner - 5' Manhole VF 33 39 60 229 $450.00 $103,050.00 48 3339.1001 4' Manhole EA 33 39 30, 33 39 20 12 $8,500.00 $102,000.00 49 3339.1003 4' Extra Depth Manhole VF 35 39 30, 33 39 150 $350.00 $52,500.00 50 3339.1101 5' Manhole EA 33 39 10, 33 39 13 $15,500.00 $201,500.00 51 3339.1103 5' Extra Depth Manhole VF 35 39 10, 33 39 83 $450.00 $37,350.00 52 3471.0001 COFW Traffic Control MO 34 71 13 6 $6,500.00 $39,000.00 53 9999.0001 3" Asphalt Driveway w/ 8" Lime Treated Base SY 32 12 16 170 $65.00 $11,050.00 54 9999.0002 Stabilized Construction Entrance SY 31 25 00 400 $35.00 $14,000.00 55 9999.0003 Odor Control Unit and Assembly EA 3 $11,500.00 $34,500.00 56 9999.0004 Permanent Turf reinforcement mats or equivalent, turf mat (moderate velocity protection), 6.5 foot x 55.5 foot, (40 square yards)SY 99 99 99 2,540 $35.00 $88,900.00 57 9999.0005 Chain Link Fence LF 32 31 13 140 $35.00 $4,900.00 58 9999.0006 Temporary Chain Link Fence LF 32 31 13 372 $25.00 $9,300.00 59 9999.0007 Temporary Barbed Wire Fence LF 32 31 26 2,680 $20.00 $53,600.00 60 9999.0008 Construction Allowance LS 99 99 99 1 $125,000.00 $125,000.00 NOTES: $7,958,146.00 Bid Quantity SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Sanitary Sewer Interceptor Improvements M-295 and M-329 UNIT 2 PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No.Description Unit of Measure Specification Section No.Unit Price Bid Value CONTRACTOR TO PROVIDE UNIT PRICE/BID VALUE FOR ONLY ONE OF THE MATERIAL ALTERNATES FOR ITEMS A AND B. DO NOT PROVIDE UNIT PRICE/BID VALUES FOR EACH ALTERNATE. UNIT 2: SANITARY SEWER IMPROVEMENTS (STA 73+26.74 TO STA 138+88.44) SUB-TOTAL UNIT 2 SANITARY SEWER IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 Sanitary Sewer Interceptor Improvements M-329 and M-295 City Project No. 102152 6/27/2024 00 42 43_Unit 3 DAP - BID PROPOSAL Page 1 of 1 1A 3331.4308 21" Sewer Pipe (ASTM F679 PS46)LF 33 11 10, 33 31 12, 33 31 20 3,340 1B 3331.4311 21" Fiberglass Sewer Pipe (D3262 SN46)LF 33 31 13 3,340 $300.00 $1,002,000.00 2A 3331.4309 21" Sewer Pipe (ASTM F679 PS46), CSS Backfill LF 33 11 10, 33 31 13, 33 31 21 110 2B 3331.4311 21" Fiberglass Sewer Pipe (D3262 SN46), CSS Backfill LF 33 31 13 110 $400.00 $44,000.00 3A 43305.1201 36" Casing/Tunnel Liner Plate By Other Than Open Cut, 21" ASTM F679 PS46 LF 33 05 21, 33 05 22 62 $1,500.00 $93,000.00 3B 3305.1005 30" Casing/Tunnel Liner Plate By Other Than Open Cut, 21" FRP D3262 SN46 LF 33 05 22 62 4A 3305.3009 21" Sewer Carrier Pipe ASTM F679 PS46 LF 33 05 24 62 4B 3305.3009 21" Sewer Carrier Pipe FRP D3262 SN46 LF 33 05 24 62 $300.00 $18,600.00 5 3331.4115 8" Sewer Pipe LF 33 11 10, 33 31 12, 33 31 20 20 $135.00 $2,700.00 6 3331.3312 6" Sewer Service, Reconnection EA 33 31 50 3 $2,500.00 $7,500.00 7 0171.0101 Construction Survey Staking LS 01 71 23 1 $8,500.00 $8,500.00 8 0171.0102 Red Line Drawings for As-Builts (GPS)LS 01 71 23 1 $8,500.00 $8,500.00 9 0241.0100 Remove and Replace Asphalt Sidewalk SF 02 41 13 1,599 $35.00 $55,965.00 10 9999.0001 7' Wide Temporary Asphalt Sidewalk LF 32 01 17 314 $125.00 $39,250.00 11 0241.0500 Remove & Replace Fence LF 02 41 13 1,600 $25.00 $40,000.00 12 0241.2001 Sanitary Line Grouting CY 02 41 14 27 $250.00 $6,750.00 13 0241.2108 18" Sewer Abandonment Plug EA 02 41 14 2 $8,500.00 $17,000.00 14 0241.2201 Remove 4' Sewer Manhole EA 02 41 14 6 $1,200.00 $7,200.00 15 0241.3013 Remove 18" Storm Line LF 02 41 14 24 $50.00 $1,200.00 16 3341.0103 18" RCP, Class III LF 33 41 10 24 $250.00 $6,000.00 17 3110.0102 6"-12" Tree Removal EA 31 10 00 47 $1,200.00 $56,400.00 18 3110.0103 12"-18" Tree Removal EA 31 10 00 18 $2,200.00 $39,600.00 19 3110.0104 18"-24" Tree Removal EA 31 10 00 2 $2,800.00 $5,600.00 20 3110.0105 24" and Large Tree Removal EA 31 10 00 1 $3,500.00 $3,500.00 21 3125.0101 SWPPP ≥ 1 acre LS 31 25 00 1 $15,000.00 $15,000.00 22 3201.0115 Perm. 8' Wide Asphalt Pvmt Repair, Residential LF 32 01 17 1,189 $125.00 $148,625.00 23 3201.0616 Concrete Pvmt Repair, Arterial/Industrial SY 32 01 29 57 $250.00 $14,250.00 24 3292.0201 Utility Surface Restoration Seeding SY 32 92 13 6,960 $5.00 $34,800.00 25 3301.0001 Pre-CCTV Inspection LF 33 01 31 470 $8.00 $3,760.00 26 3301.0002 Post-CCTV Inspection LF 33 01 31 3,532 $5.00 $17,660.00 27 3301.0101 Manhole Vacuum Testing EA 33 01 30 12 $200.00 $2,400.00 28 3303.0001 Bypass Pumping LS 33 03 10 1 $1,000,000.00 $1,000,000.00 29 3305.0003 8" Waterline Lowering EA 33 05 12 1 $15,500.00 $15,500.00 30 3305.0103 Exploratory Excavation of Existing Utilities EA 33 05 30 5 $2,500.00 $12,500.00 31 3305.0109 Trench Safety LF 33 05 10 3,450 $3.00 $10,350.00 32 3305.0110 Utility Markers EA 33 05 26 7 $1,250.00 $8,750.00 33 3305.0112 Concrete Collar EA 33 05 17 12 $450.00 $5,400.00 34 3339.0001 Epoxy Manhole Liner - 4' Manhole VF 33 39 60 111 $350.00 $38,850.00 35 3339.1001 4' Manhole EA 33 39 30, 33 39 20 11 $8,500.00 $93,500.00 36 3339.1003 4' Extra Depth Manhole VF 35 39 30, 33 39 20 47 $350.00 $16,450.00 37 3339.1002 4' Drop Manhole EA 34 39 30, 33 39 20 1 $12,500.00 $12,500.00 38 3471.0001 COFW Traffic Control MO 34 71 13 6 $6,500.00 $39,000.00 39 9999.0002 Odor Control Unit and Assemby EA 2 $8,500.00 $17,000.00 40 9999.0003 Stabilized Construction Entrance SY 31 25 00 100 $35.00 $3,500.00 41 9999.0004 Construction Allowance LS 1 $100,000.00 $100,000.00 NOTES: Bid Sub-Total $3,073,060.00 $3,407,063.50 $7,958,146.00 $3,073,060.00 $14,438,269.50 Contractor agrees to complete WORK for FINAL ACCEPTANCE within Title: Company: Address: Signature: SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORMSanitary Sewer Interceptor Improvements M-295 and M-329 UNIT 3 PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No.Description Unit of Measure Specification Section No.Bid Quantity Unit Price Bid Value UNIT 3: SANITARY SEWER IMPROVEMENTS (STA 138+88.44 TO STA 168+35.61) CONTRACTOR TO PROVIDE UNIT PRICE/BID VALUE FOR ONLY ONE OF THE MATERIAL ALTERNATES FOR ITEMS A AND B. DO NOT PROVIDE UNIT PRICE/BID VALUES FOR EACH ALTERNATE. SUB-TOTAL SANITARY SEWER IMPROVEMENTS Bid Summary Sub-Total UNIT 3: SANITARY SEWER IMPROVEMENTS (STA 138+89 TO STA 168+35.61) SUMMARY OF BIDS SUB-TOTAL UNIT 1 400 SUB-TOTAL UNIT 2 SUB-TOTAL UNIT 3 TOTAL BID (UNITS 1 , 2 & 3) working days after the date when the CONTRACT commences to run as provided in the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 Sanitary Sewer Interceptor Improvements M-329 and M-295 City Project No. 102152 MERCHAI�TTS� BONDING C4MPANY� MERCHANTS BONDING COMPANY (MUTUAL) P.O. Box 14498, DES MOINES, lOwn 50306-3498 PHONE: (S00) 678-8171 F,vc: (515) 243-3854 BID BOND PUBLIC WORK KNOW ALL PERSONS BY THESE PRESENTS: Bond No. N/A That William J. Schultz, Inc. dba Circle C Construction Company, P. O. Box 40328, Fort Worth, TX 76140 (hereinafter called the Principal) as Principal, and the Merchants Bonding Company (Mutual) (hereinafter called Surety), as Surety, are held and firmly bound to City of Fort Worth, Purchasing Division,� 200 Texas Street, Fort Worth, TX 76102 (hereinafter called the Obligee) in the full and just sum of ( Five Per Cent of Greatest Amount Bid of G.A.B. Dollars good and lawful money of the United States of America, to the payment of which sum of money well and truly to be made, the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed and dated this 16th day of 2024 THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for Construction of Sanitary Sewer Interceptor Improvements M-295 and M-329 Unit 1, Unit 2 and Unit 3 CPN 102152 according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award, and shall give bond for the faithful performance thereof with the Merchants Bondin,�mpanv [Mutuall , as Surety, or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay to the Obligee the damages which the Obligee may suffer by reason of such failure, not exceeding the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed and sealed. William J. Schultz, Inc. dba Witness: Circle C Construction Company � Principal X By `i p� : Witness as to Surety: _ �. � � � X ��� � � J BY John A. Miller, ness � Teresa S. Skelly, President Merchar�ts �ifNding Company (Mutual) - --�-'�� � �`�' , . �( (rT�r f `.. � 1 ,.. �f e�s �� ry A Klu#�s, Attorney-in-Fact „ CON 0333 (2/15) MERCHANTS� BONDING COMPANYn POWER OF ATTORNEY Know Ail Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of lowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attomey(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the pertormance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attomey is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of MerchantsNational Bonding, Inc., on October 16, 2015. 'The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attomeys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attomey-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State ofFlorida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attomey-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March , 2023 • ���,..�...,,�� � y�'pKp R,q ••eG L .'Q:Z� -o- �G�'�•' :_ �Z: :v . 2003 : � = : ��•. : �� : �''•. y�'' ': � .-•' ��.....�� . • D�NG . Cp •. ; �o��R P U,q �'Oy • . • � G 9J� :y,L i ��:� -O- �� i ' z; : 3• ' a � 1933 ; e' .s . • •�Y. . . :'6��. . •`�a, . . � . MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. d/bla MERCHANTS NATIONAL INDEMNITY COMPANY By President STATE OF IOWA '•., � �.•' '•. ..• COUNTY OF DALLAS ss. ��"""��� � � � � On this 20th day of March 2023 , before me appeared Larry Taylor, to me personally known, who being by me duly swom did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. �,�,cat�r .. Kirn Lee o > G�rtrnissior •J�. aer 7i2737 � ` � ?�': My vonvr� ss . r� xpi�s '�"� l ,,,�,,,,. � �4, t �L4 � Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 16th day of May, 2024. �. '���ONq'' .••---•.� . .• . < �. . . � O�N� • co�h�' ;����tpplp •.ep; �o?�EtFOqq:°qy� s�/ � . �� ��, '9A�..y: ; 'G ��..c. �%/'� :z:2 _o- O:�' •�'_ -o- ��.-.: � '_ � 2003 :;,�; � y 1933 �'c; Secretary �Jd � •' � : : J6. •do:� �'.,.t>''••... . •'l�,.• ..d�y•.....�•'�., � �. � POA0018 (10/22) •••�"'�"'•'?'• ••••••••• MERCHANTS � BONDING COMPANYTN MERCHANTS BONDING COMPANY (MUTUAL) • MERCHANTS NATIONAL BONDING, INC. P.O. BOx 14498 � DES MOINES, IOWA 5030G-3498 •(800) G78-8171 �(515) 243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Box 14498 Des Moines, Iowa 50306-3498 (515) 243-8171 (800)678-8171 Physical Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 SUP 0073 TX (2/15) Texas Texas CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 1 2 3 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 00 45 11 - 1 BIDDERS PREQUALIFICATIONS Page 1 of 3 4 1. Summary. A Bidder or their designated subcontractors are required to be prequalified or 5 have applied for prequalification by the City for the work types requiring prequalification 6 prior to submitting bids. To be considered for award of contract the Bidder must submit 7 Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with 8 their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed 9 must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with 10 the requirements below. The information must be submitted seven (7) days prior to the 11 date of the opening of bids. Subcontractors must follow the same timelines as contractors 12 for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at 13 the time bids are opened and reviewed may cause the bid to be rejected. 14 15 The prequalification process will establish a bid limit based on a technical evaluation and 16 financial analysis of the contractor. For example, a contractor wishing to submit bids on 17 projects to be opened on the 7th of April must file the information by the 31st day of March 18 in order to eligible to work on these projects. In order to facilitate the approval of a Bidder’s 19 Prequalification Application, the following must accompany the submission. 20 a. A complete set of audited or reviewed financial statements. 22 (1) Classified Balance Sheet 23 (2) Income Statement 24 (3) Statement of Cash Flows 25 (4) Statement of Retained Earnings 26 (5) Notes to the Financial Statements, if any 27 b. A certified copy of the firm’s organizational documents (Corporate Charter, Articles 28 of Incorporation, Articles of Organization, Certificate of Formation, LLC 29 Regulations, and Certificate of Limited Partnership Agreement). 30 c. A completed Bidder Prequalification Application. 31 (1) The firm’s Texas Taxpayer Identification Number as issued by the Texas 32 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 33 number visit the Texas Comptroller of Public Accounts online at the 34 following web address www.window.state.tx.us/taxpermit/ and fill out the 35 application to apply for your Texas tax ID. 36 (2) The firm’s e-mail address and fax number. 37 (3) The firm’s DUNS number as issued by Dun & Bradstreet. This number 38 is used by the City for required reporting on Federal Aid projects. The DUNS 39 number may be obtained at www.dnb.com. 40 d. Resumes reflecting the construction experience of the principles of the firm for firms 41 submitting their initial prequalification. These resumes should include the size and 42 scope of the work performed. 43 e. Other information as requested by the City. 44 45 2. Prequalification Requirements 46 a. Financial Statements. Financial statement submission must be provided in 47 accordance with the following: 48 (1) The City requires that the original Financial Statement or a certified copy 49 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 00 45 11 - 2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant’s opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm’s opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor’s bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets – current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 “None” or “N/A” should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility for Award of Contract 47 a. The City shall be the sole judge as to a contractor’s prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 00 45 11 - 3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to 2 perform the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 8 END OF SECTION 9 004512-1 PREQUALIFICATION STATEMENT Page 1 of 1 1 2 3 4 5 6 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type r� � Wastewater New Development, Rehabilitation, and Redevelopment Open Cut and Trenchless (48" and under) Sanitary Sewer Manhole Coatings Contractor/Subcontractor Company Name C �.� /� C C'o.�s�ru � �; o � t7`C L! i�! L i%! t � Prequalification 1 Expiration Date y 30 -Zs 5! .�o-zr Asphalt Paving Construction/Reconstruction ��,� �� •� y �� � 2 � (less than 15,000 square I yards) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. 10 B_IDpER: r�o��. /�a I��. c�da. �///.'ev� 11 G�ia�t CCOI�S�ic�t%ion `qiy� ois 12 Company /� 13 c�GY� G% �amins�%/fda 14 Address 1s ����� %X %G�t�6 16 City/State/Zip 17 18 19 By. Pr�sa ,S ��'��//�r ase Print) Signature: o .-� �� Title: /i'.lcS/ A'.�� � (Please Printj Date: S^- /G - 2 f� END OF SECTION CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 102152 Revised September 30, 2021 SECTION 00 45 13 PREQUALIFICATION APPLICATION Date of Balance Sheet , Mark only one: Name under which you wish to qualify Post Office Box City State Zip Code Street Address (required) City State Zip Code ( ) ( ) Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) Email/mail this questionnaire along with financial statements to the appropriate group below. A separate submittal is required for water/sewer, paving, and lighting: Work Category – Water Dept - Water/sewer Work Category – TPW Paving Work Category – TPW Ped/Rdwy Lighting john.kasavich@FortWorthTexas.gov TPW_Prequalification@fortworthtexas.gov clint.hoover@fortworthtexas.gov Fort Worth Water Department Engineering and Fiscal Services Division 200 Texas St. Fort Worth, TX 76102 City of Fort Worth Transportation and Public Works Dept. 3741 SW Loop 820, Fort Worth, TX 76133 Attn: Alicia Garcia City of Fort Worth TPW Transportation Management Attn: Clint Hoover, P.E. 5001 James Ave. Fort Worth, TX 76115 *Financial Statements must be mailed. Mark the envelope: “Bidder Prequalification Application” Individual Limited Partnership General Partnership Corporation Limited Liability Company 00 45 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable – Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. Select major work categories for which you would like to be prequalified (City may deem you are not qualified for selected category or may approve you at a lesser size/length and maximum size may not be listed specifically under a major work category): MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling – 36-Inches – 60 –inches, and 350 LF or less Tunneling - 36-Inches – 60 –inches, and greater than 350 LF Tunneling – 66” and greater, 350 LF and greater Tunneling – 66” and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches – 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 00 45 13 - 3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED CCTV, 42-inches and smaller CCTV, 48-inches and smaller Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller Sewer Cleaning, All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards)* Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)* Roadway and Pedestrian Lighting NOTE *There is not a prequalification requirement for installation of concrete sidewalk, curb & gutter, driveways, and panel replacement, only on concrete street / ROW paving CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 00 45 13 - 4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY-COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *If requalifying only show work performed since last statement. 5. Have you ever failed to complete any work awarded to you? If so, where and why? 6. Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7. Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 00 45 13 - 5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 00 45 13 - 6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers Secretary Limited Partners (if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers (with titles, if any) Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 00 45 13 - 7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. ITEM QUANTITY ITEM DESCRIPTION BALANCE SHEET VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various- TOTAL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 00 45 13 - 8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is famil iar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of , Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. ❑aa526-i caNTRA�7oR caMauANeE WITH Wf]RKER'S CUMI�ENSf�TiON LAW pa�e 1 af 1 � SECTION qp 45 �� 2 CONTRI�CT�R �OMPLIANC� WITH W4RlCER'S COMP�NSATI�IV LAIN 3 4 Pursuar�t ta Texa� Labor Code Sectian 4D6.095(a}, �s amEnded, CantractQr �ertifies that it 5 provides worker's comp�nsation insurance cc�verage for all of i�s employees err�ployQd an City 6 Prajeck Na.1Q2152. Contractor furth�r certifies thaC, pursuan� ta Texas tabar �ode, Section � �a�.o��(��, as amended, it will pravide to City its su6eantraetor's certificates of compliar►ce with 8 worker's �ampensatian co�erage, 9 CdI�TRACTaR: 1fl 11 12 13 �.4 15 16 17 18 �9 i0 za. �� 23 z� 25 �6 27 2$ 29 30 �� 32 �� �� 35 36 Circle C Construction Comp�,ny Com pany P.0_ gox 403�8 Address �or� War�h TX 76140 City/State/�ip rwE srar� a� T�x,�s COUNTY OF T�IR�iI�NT $v� ��, s � �-���f�,. (Pfe�se Pri t) Signature: �~ r c, �' � Title: _� ,�,�.'�fq � (Please Printj ' �� ,���.���.,,',,,�, T�[Ck�II�L� S LA�TC�URLs TM, „�'u 3 i,' �`'�: NOtmry Publie *' � � � � STA7'L OP TEXF15 , �}f � OR tirf.�F � �latary ID +� 11769�48-0 � �tiS Com m. f�. Q�i� 7, i�l BEFORF ME, the ua�dersi�ned authority, on this day personafly app�ar�d �,� �J� \ 1 , known ta me to be the persan whose namc is subscribed ta the fore�aing instrument, and aci�n�wledged t❑ me that he/she executed the �--� same as the act and deed of 1►rc- �;� for the pur�ao�es and cansideration thcrein expressed and in the capacity therein stated. �IV�N UNDER MY H�INp AN[7 SEAL �� O�FICE this ��a� day nf _���,� .,20 �.� . i �`�1 '� ��� Natary i�ublie in and Far the State af Te s �ND OF SECT�DN r.rrY (�i� F�oR�� woa�rt� 5anilury Sewcr ln�crC'Cptar ImprnvCmcnS!; M-295 an�t �+f-;S2) S'I'AhJf.)A1tC3 ('(}N4Ti�l1(:T'{ON SPECIffC:11'I'IU�1 DOC.[1MTl+fTS (:ily Prcrjcct �n. 1()2152 IZevivcd ]uly 1, 7,{l l 1 00 45 40 - 1 Business Equity Goal Page 1 of 2 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised October 27, 2021 SECTION 00 45 40 1 Business Equity Goal 2 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is $100,000 or more, then a Business Equity goal is applicable. 5 A Business Equity Firm refers to certified Minority-, and/or Women-, owned Business Enterprises 6 (M/WBEs). 7 POLICY STATEMENT 8 It is the policy of the City of Fort Worth to ensure the full and equitable participation of Business Equity 9 Firms when applicable, in the procurement of all goods and services. All requirements and regulations 10 stated in the City’s Business Equity Ordinance No.25165-10-2021, (replacing Ordinance No. 24534-11-11 2020 (codified at : https://codelibrary.amlegal.com/codes/ftworth/latest/ftworth_tx/0-0-0-22593) apply 12 to this bid. 13 BUSINESS EQUITY PROJECT GOAL 14 The City's Business Equity goal on this project is 22% of the total bid value of the contract (Base bid 15 applies to Parks and Community Services). 16 METHODS TO COMPLY WITH THE GOAL 17 On City contracts where a Business Equity Goal is applied, offerors are required to comply with the City's 18 Business Equity Ordinance by meeting or exceeding the above stated goal or otherwise comply with the 19 ordinance through one of the following methods: 1. Commercially useful services performed by a 20 Business Equity prime contractor, 2. Business Equity subcontracting participation, 3. Combination of 21 Business Equity prime services and Business Equity subcontracting participation, 4. Business Equity 22 Joint Venture/Mentor-Protégé participation, 5. Good Faith Effort documentation, or 6. Prime 23 contractor Waiver documentation. 24 SUBMITTAL OF REQUIRED DOCUMENTATION 25 Applicable documents (listed below) must be received by the Purchasing Division, OR the offeror shall 26 EMAIL the Business Equity documentation to the assigned City of Fort Worth Project Manager or 27 Department Designee. Documents are to be received no later than 2:00 p.m., on the third City business 28 day after the bid opening date, exclusive of the bid opening date. 29 The Offeror must submit one or more of the following documents: 30 1. Utilization Form and Letter(s) of Intent, if the goal is met or exceeded; 31 2. Good Faith Effort Form and Utilization Form, including supporting documentation, if participation is 32 less than stated goal, or no Business Equity participation is accomplished; 33 3. Prime Contractor Waiver Form, including supporting documentation, if the Offeror will perform all 34 subcontracting/supplier opportunities; or 35 00 45 40 - 2 Business Equity Goal Page 2 of 2 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised October 27, 2021 4. Joint Venture/Mentor-Protégé Form, if goal is met or exceeded with a Joint Venture or Mentor-1 Protégé participation. 2 These forms can be found at: 3 Business Equity Utilization Form and Letter of Intent 4 https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60 - MWBE/Business Equity Utilization 5 Form DVIN 2022 220324.pdf 6 Letter of Intent 7 https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60 - MWBE/Letter of Intent_DVIN 8 2021.pdf 9 Business Equity Good Faith Effort Form 10 https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60 - MWBE/Good Faith Effort Form_DVIN 11 2022.pdf 12 Business Equity Prime Contractor Waiver Form 13 https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60 - MWBE/MWBE Prime Contractor 14 Waiver-220313.pdf 15 Business Equity Joint Venture Form 16 https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60 - MWBE/MWBE Joint 17 Venture_220225.pdf 18 19 FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORDINANCE WILL RESULT IN THE 20 BIDDER/OFFEROR BEING DECLARED NON-RESPONSIVE AND THE BID REJECTED. 21 FAILURE TO SUBMIT THE REQUIRED BUSINESS EQUTY DOCUMENTATION OR OTHERWISE COMPLY 22 WITH THE ORDINANCE WILL RESULT IN THE BID BEING DECLARED NON-RESPONSIVE, THE BID 23 REJECTED AND MAY SUBJECT THE BIDDER/OFFEROR TO SANCTIONS AS DESCRIBED IN SEC. 20-373 OF 24 THE ORDINANCE. 25 For Questions, Please Contact The Business Equity Division of the Department of Diversity and 26 Inclusion at (817) 392-2674. 27 END OF SECTION 28 0� 52 43 • 1 Agreement Page 1 of 9 SECTIOflI 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 't� ��'�'��8.��s made by and between the City of Fort Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and William J. Schultz, Inc. dba Circle C Construction Compan�_ _�_,�, authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutuaf covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identiHed herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generalfy described as follows: SanitarV 5ewer Intercet�tor Improvements M-295 and M-329 �_ City Project No. 1p2152 __ ___ ArEicle 3. CONTRACT PRICE City agrees to pay Contractor for perforrnance of the Work in accordance with the Contract Fourteen Million, Four Hundred Thirty-Eight Thousand, Two Documents an amount, in current funds, Of Hundr�Nine an�.�.Ql]QQ*}*;��s*s******��ktFtt�tir4Ftk!#i* ($ 14 438,269.50 j. Contract price may be adjusted by change orders duly authorized by the Parties. Article 4, CONTR�4Cf TIME 4.1 Final Acceptance The Work shall be complete for Final Acceptance within 400 days after the date when the Contract Time commences to run, as prnvided in Paragraph 2,02 of the General Conditinns, plus any extension thereof ailowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City and the public will suffer from loss of use if the Work is nat compEeted within the time(sj specified in Paragraph 4.1 above, The Contractor also recognizes the delays, expense and difficulties invoived in proving in a legal proceeding, the actual ioss suffered by the City if the Work is not completed on time. CITY OP FORf WORTH Sanitary Sewer InrerceptorimProvemenLs M-295 and M-329 STANllARU CONS'I'EiLJC'1'IC]N SPECIFICATION DOCUMGNTS City Project No, 102152 Reviscd Marcli 3, 202h 0052�13-2 Agreement Page 2 of 9 Accordingly, instead af requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractar shal) pay City One Thousand Two Hundred Dollars ($1,200.00) for each day that expires after the time specified in Paragraph 4.1 for Fina) Acceptance until the City issues the Final Letter of Acr,eptance. Ar[icle 5. CONTRACT DOCUMENTS 5.1 COIVTENTS: A.The Contract Docurnents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1j Proposal Form Zj Vendor Compliance to State Law Non-Resident Bidder 3j Prequalification 5tatement 4) 5tate and Federal documents (projectspecific) h. Current Prevailing Wage Rate -i'�ble c. Insurance Certification Form (ACORn or equivalent) d. Payment Bond e. Perfarmance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation AfFidavit i. MBE and/or SB� Utilizafion Form 3. General Canditions. 4. Supplementary Conditions. 5, Specificafions specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. ClTY OP POI2I' WORTFI Sanit�ry Se�ver Interceptor [mprovcments M-29S and bi-32) STANDARD CONSTRUCTION SFECIFIC�ATFON DOCUMF.N'CS City Prajr.et Vo. IO?_152 Revised Marcli 3, ?.07.4 005243-3 Agreement Pa�e 3 of 9 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice af Award, 9. The foilowing which may be delivered or issued after the Effecti�e Date of the Agreement and, if issued, become an ineorporated part of the Contract Dacuments: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Fina( Acceptance. Article 6. INDEMNIFICATIOIV 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the eity, its officers, ser�rants and employees, from and against any and all c{aims arising out of, or alleged to arise out of, ihe work and serViees to be performed by the contractor, its officers, agents, empioyees, subcontractors, licenses vr invitees under this contract. This indemnificadon provision is specificall�+ intended to operate and be effective eVen if it is a!}e�ed or �roven that all or some of the dama,�es bein� sou�ht were caused, in whole or in part, b� any act, omission or ne�li�ence of the cit . Yhis indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor coVenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and al[ Ioss, damage or destruetion of property of the city, arising out of, or alleged ta arise out of, the wark and services to be performed by the contractor, its officers, agents, employees, subcantractors, licensees or inuitees under this contract. This indemnification C�ro�ision is st�ecific�IlV intended to operate and be effective even if it is aile�ed ar proVen that all or some of the dam�es bein� sou,�ht were eaused, irr whole or in�art, b�an� act,_.o_mission ar ne�li�ence of the cit�. Cl'fY OF PORT WOR CH Sanitary Sewer [nterceptor Improvements M-295 and M-329 S'I'ANDARD CONSTRIJCi'IOTQ SYLCIFTCATION DOCUMENTS CityPrajcatNa. 102152 Reviscd March 3, 2024 00 52 43 - 4 Agreemeht Page 4 of 9 Article 7. MISCELLANEOUS 7.1 Terms. 7erms used in this Agreement which are defined in Article 1 of the General Conditions wilf have the meanings indicated in the Genera! Conditions. 7.2 Assignment of Contract. Th9s Agreement, ineluding all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns_ City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Docum�nts. 7.4 Severability/Non-Waiver of Claims. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor. 7he failure of City or Contractar to insist upon the performance of any term or provision of this Agreement or to exercise any right granted herein shall not constitute a waiver of City's or Contractor's respective ri�ht to insist upon appropriate performance or to assert any such right on any future accesion. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performabie in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for ihe Narthern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shal) attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Non-appropriation of Funds. In the event no funds or insufficient funds are appropriated by City in any fiscal period for any payments due hereunder, City will notify Vendor of such occurrence and this Agreement shall terrninate on the last day of the fiscal period for which appropriations were reeeived CTTY OP FOTtT WORTII Sanitary Sewer Interecptor Lnpmvemeots M-295 and M-329 STANDARD CONSTRUL;7'CON SPECIFTCATTON D(1CUM�N1'S Ciry Prvject No. 101.157, Itevised Mnrch 3, 2024 005243-5 Agreement Page 5 of 9 without penalty or expense to City of any kind whatsoe�er, except as to the portions of the payments herein agreed upon for which funds have been appropriated. 7.8 Prohibition On Contracts With Companies Boycotting Israel. Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of the Texas Go�ernment Code, if Contractor has 10 or more fulf time-employees and the contract value is $1DO,D00 or more, the City is prohibited from entering into a contract with a company far goods or services unless the contract contains a written verificafion from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term ofthe cantract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contraet, Contractar certifies that Contractor's signature provides written Verification to the City that if Chapter 2271, Texas Government Code applies, Confiractor: (l) does not boyeott Israel; and �2) will not boycott Israel during the term of the eontract. 7.9 Prohibition on 8oycotting Energy Companies. Contractor acknowledges that in accordance with Chapter 2276 of the Texas Government Code, the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more, which will be paid wholly or partly from public f�nds of the City, with a company (with 10 ormore ful!-time employees} unless the contract contains a written verification from the company that it: (1J does not boycott energy companies; and (2J will not boycott energy companies during the term of the contract. The terms "boycott energy company" and "compan�' have the meaning ascribed to those terms by Chapter 2276 of the Texas Government Code. T'o the extent that Chapter 2276 �f the GoVernment Code is applicable ta this Agreement, by si�ning this Agreement, Contractor certifies that Contractor's signature pravides writfen verification ta the City that Contractar: (1) does not boycntt energy companies; and {2) will not boycott energy companies during the term of this Agreement. 7.10 Prohibition on Discrimination Against Firearm and Ammunition tndustries. Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Go�ernment Code, the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more which will be paid wholly or partly from public funds of the City, with a company (with 1.0 ar more full-time employees) unless the contract contains a writ�en �erification from the company that it; (1) does not have a pracNce, policy, guidance, or directi�e that discriminates against a firearm entity or firearm trade association; and (2J will not discriminate during the term of the contract against a firearm entity orfirearm lrade association. The terms "discriminate;' "firearm cntity" and "firearm trade association" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code, To the extent that Chapter 2274 of the Government Cade is applicable CITY OF FORT WORTEI Sanitary 5ewer Cnterce�tor Impmvements M•295 and M-329 S'I'AT�bARD COT�rS'IRLJCTTON SYLC[FICATION DOC[Jn4�NTS City Project No. 102152 Acvised March 3, 20?.4 oD5243-6 Agreement Page 6 of 9 to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature praUides written �erification to the City that Contractor: (1) does not have a practice, poiicy, guidance, or directive that discriminaees against a firearm entity or firearm trade association; and (2) will not discriminate against a firearm entity or firearm trade associat�on during the term of this Agreement. CTTY OG FORT WORTH Sanitary Sewer In[erceptor impmvements M-295 and M-329 STANI]AKD CONS'CRUCfCON SYECIFICATION DOCUMLiVTS City Project No. 102152 Revi,ed Mazch 3, 2024 OD5243-7 Agreement Page 7 of 9 7.11 Immigration NationalityAct. Contractor shal( verify the identity and employment eligibility of its employees who perfnrm work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement, Contractor shall adhere to all Federal and 5tate laws as well as establish appropriate procedures and controls so that no ser�ices will 6e performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AN� HOL� CITY HARMLESS FRt7M ANY PENALTIES, LIABlLITIES, OR L05SE5 DUE TO VIOLAT10N5 OF THIS PARAGRARH BY CONTRACTOR, CONTRQCI"OR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall ha�e the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.12 No Third-Party Bene�iciaries. This Agreernent gives no ri�hts or benefits to anyone otherthan the City and the Contractor and there are no third-party benefitiaries. 7.13 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT �r their sureties, shall maintain no direct action against the Engineer, its ofFicers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City wilf be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on-site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not re(ieve the canstruction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personne) have no authority to exercise any control over any construction contractor or other entity or their employees in connection wlth their work or any health or safety precautions. CITY QF FORT WORTE{ Sanitary Se���erinterceptorlmprovements M-295 and M-324 S'I'.4NUARD CONSTRUCTION SPBCIPICAT[ON DOCUMENTS City Praject No. 102152 Revised March 3, 2024 uqjk Gavlt ¶ǀ I¹¿C$$ǀ Ò²ªÊ¦Â¬wǀ T4Ƽǀ &Ŏ(ǀ ŏƚäìƛŲǀ ĝƵ*ǀ *íĞǀ üƺýî94þõǀ ƜSƅǀ #ųVÿ 5ǀ 5ǀ èĀǀ ēĔƝƶǀƆǀĐǀ"ğ+ǀK5ǀƇƲéƈŴJāöǀêjǀdĠĂǀĥ"mpƉǀ÷ăƊTęŐØKǀ#ƋƌĦƍƞƟǀħƠkǀ ¼ÙőÚĚ ǀqnCĕĖ+ƷĄǀ AÛơot;ǀ ZŒƢ_åeZbǀÓ Wǀ·}ǀ%ġh fƿxǀ³~ǀLëǀ 1 ǀǀ2gŵhgĨǀWŪƽǀ Gĩ ÜƳ Mǀ Í 1 2ǀ%;ǀ %Ĺ ǀ rÆŶĬ ƤąùǀÀņ+uǀ Ç1 2L fǀ Îĭ6ļǀ ǀHǀÏƃæŕƴŖĆŃńǀ È< <ǀťƻǀ> c! ®X=ǀHX=Ģǀ ÐÖǀ >ǀ @Įl Ë8×ūǀ ¢ǀ 0U`A,-BJV_CKW/ OX;'L(!A<PYM]"Z5F=QH*#1.}$[2D>)E%^7+?\R Nmxnh8bew6 Ī6:ǀŤđǀÅ^ƯǀÔ^ƣSǀ :ǀ NƂš øǀ3eǀ Ǝ33œǀī6:ǀ½ÝŔRǀ A7Oǀ ƥƦćƙ7ǀ ¸ÞŗŘ ưĈǀ°ŦúßUUyǀƱǀGï_d jǀ sÌàĽvǀ + + ")#+ *&$+++ '(%+ +!'+ + 0"çðǀ@ŇŬ-ĸŢñǀ¾á.ǀ ?lǀƏ řzǀ´ǀòĺŚƹľPěǀƧƨǀµǀňǀ ,ǀŭ,ŷ!ŧ.ǀ ŸĉƐ\ŨśƑįJĿ*ǀė[`ǀOǀVŜİ"Źı ǀţ)ǀ â)ʼn IJƒij ǀĒǀĴƓǀóYƩź'7{ǀĵ'ŀiĜǀ YƔ9aŝǀŅ- ŮĊaĘ[ŻŊ/ôQǀŞ(ǀQ]8Ķ/ǀ żċű9ŽČŋčşƪƕǀ 7L . W D% 3ENIO #]\žƸMûǀ!ǀ¯`Ōǀ/(ǀº,RŁmǀ £0i-&cǀIǀ?ł&'Ļǀ $ſǀƖƗƘ.ǀ 4kǀƭƮ0Ƅƾǀ EEFÃÑ»ǀF«¡ÄDD§ÁB¨Bǀ Ĥķ!ƫũůģĎbǀ±ã) |ǀÉǀ©ǀ ¤ƀƁǀÕPǀ¥NŰƬōďŠ8ǀ Scy|cTko3pgq4qr9 d i: &z~I{sf@ Christopher Harder (Jul 22, 2024 16:45 CDT) Christopher Harder Douglas Black (Jul 23, 2024 11:53 CDT) Jul 23, 2024 006113-1 PERPORMANCE BOND Page 1 of 3 1 2 3 4 5 6 7 8 9 10 11 12 THE 5TATE OF TEXAS COUNTY OF TARRANi BOND NO. 100161588 SECTION 00 61 13 PERFORMANCE BOND § § § KNOW ALL BY THESE PRESENiS: That we, William J. Schultz, Inc. dba Circle C Construction Company , known as "Principal" herein and Merchants Bonding Company�Mutual� , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 13 sum of Faurteen Million, Four Hundred Thirty-Eiqht Thausand Two Hundred Sixty-Nine_and 50/100 14 ($___„_ '"14,438,269.50* _____), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texasforthe paymentofwhich sum wel( and trulyto be made, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 18 presents. WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the 25th day of ,___ June 20 24, which Contract is hereby referred to and made a 20 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 21 22 23 24 25 26 27 28 29 30 31 and other accessories defined by law, in the prosecution of the Wark, including any Change Orders, as provided for in said Contract designated as 5anitary 5ewer Interceptor Improvements M-295 and M-329, City Project No. 102152. NOW, iHEREFORE, the condition of this abligation is such that if the said Principal shalf faithfully perform it obligations under the Contract and shall in ail respects duly and faithfully perform the Work, inciuding Change �rders, under the Contract, according to the plans, specifications, and contract docurnents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the City, then this obligation shall be and became null and void, otherwise to remain in full force and effect. CI'CY UP FOR'1' WpR773 Sanitary Sewer Interceplor Lnprovemeots M-295 and VI-329 S'I'ANDARD CONSTRUCTION SPF,CII�ICATION DOCUMEN'CS C:ity PrqjectNo. 102152 Revised December 8, ?.023 40 51 a,; 7. PF.RFo�MANcf [�oNn Pa�;e 7. o{ 3 � 2 3 4 5 6 7 8 9 �. 0 11 1.� �� i� 15 16 11 18 19 20 Z ]. 22 �3 24 z� 26 27 28 2'J 30 37. 3?_ 33 34 35 36 �7 PROVIC7�� FURTHER, that if any legal atrinn !�n fRS�d on rhis enr�r�, v�r�ue �hall lie in Tarrant County, T�xas or Lhe United Stat�s qistrict Court for kk�e Northern Dis#ricr of Texas, Fart Worth Divisiott. Thls bond is made and executed in compliance wit� the provisions c�f Chapt�r 2253 af the Texas Gavernme�nt Code� as amended, and ail IiabiEities on this bond shall be deterrnined in accprdance witfi� the provisions af s�id statue. IN WITN�SS WM�f��QF, the Princip�l �nd the 5urety have 51GNEb and 5�ALFD tl7is instrument f�y duly authari�ed a�ents and ofFicers an this xhe�day of .�� ., r , �p�� a A7TE5Ts �����.C�.r�.i ' ��C�- {Prir�r.ipal) Se�ret�ry Michel `�S. �.ankford PRINCIPAL: Vllilli�rn J. Schultz, Ine_ dba _Circle C Canstruction Com�?an�_� [3Y' .• ��~- .. __. . , ; " }�-� Signature 7'ei'es� S. �I�eIIY�. #�residenk --- . - .- Name �nd Tltle Ac#dr�ss: �00 W, Trammell P. a. Box 40328 Fort Worth, iX_76�40 _ � Wit��ess as to Principal CffY ()F �C}{�T WCiRTH 5'fANEaAkI) C:C7v5'1'liL1(: f'IQN tiPLC:II� IC:A'rioN ao[.�tna[:Nrs kcai�:ed Drc�rtihcr 8, 21723 sur�E�r: Merehants 6 fi W BY: Signat She�l A_ �tl�itts, Atkarn�=in=Fact � N�m�� and 7itle Address: . .. . —_._.r_..:....T_TM. __,_ 6706 Westown Parkwa�_ ....._. _West C�es Moines IA 50�66-7754 Snnitnry Scu�cr Inlcrcc��tar Imprnvmntnts M-295 nnd M-:i7.�) Ci �y I°ruj�c� No. i cr2 i s2 � � � 2 Witness as to Surety ,]ohn A. Miiler 3 4 5 6 7 8 9 (IOG.II�-3 PiRFUR{V�ANGE Ii4Ni) A�gp 3 nf � I el�phone N��mber: w�$OQ) G7B-$171 _ Email/ldciress; sheryl(a„�johnamillerassocinc.cam * Note� If si�ned 6y an officer of th� 5ur�ty Campany, there m�ast be on file a certlffed extract from rhe �y-l�ws showin� that this person has authority t❑ sign such abli�akion. If Surety's physical address is di�Ferent frorrt its maiifng addre,ss, bp#h must be pravic�ed. Th� date of the bor�d shali not b� pri�rto the date tl�e Contr�ct is awarded, CITY O�' FC)ItT WORTH S���i ii.�rY Sewcr It�tor�cptnr linpruvcsnunts M-295 und M-329 S�f�1�iV[ )l�Itl] C'(YNF'fR.IJ['-1-ION Sl'LL'��1CATIOIV UCICUMLN'C5 Gity 1'rojcet Nn. l�)2 � 5� ltovie�d []�ccn�bcr $, 2U23 EI�C �'S BC�NL)ING COMPANY-�� POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of lowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of MerchantsNational Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State ofFiorida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March , 2023 • �.n�.�.�. '��'�P�1POA�•�'. ;'�, : • oa Rq • . o': :2r2� -o- �v':��: ; v � 2003 ,•'„�, . .d� �`'' �•. �/�� �•� •` ��.....�� .• �\NG ,CO,�'. .o • ;�o.o�POq .q•. � : � '4�•y,c: : r"'.. ; `'• - o - 4 : : 'a�� y933 "c• .y . • �j ��ti. . �; �� . +� Ji/' , .•`,� . • •!I' • •� • • • MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY By STATE OF IOWA '�� �`( �a` •� ti-f �� President COUNTY OF DALLAS ss. ,�`"""���� � � � � � � On this 20th day of March 2023 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. r§ �°� �R Ki�at Lee � u 1�� '`� C.ommi6si�n hiumF�r P(3�137 ����t 7 d,,�.�1 ;' �,9g Cupm�n�iss�n E�:�eres �� Fr.:ki€^ �l-itl� �a, Z�� Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of ��..��....., �.•---�.� .••'P'��� NA�''•. •' p\N� ,+�O,�j'�. ��y ��RPORq :�2� � �0���1P09��qy�� �!V � � �%I' ?2:2 _o_ �';G; :i-�'.:2' -o- 4;.�: �� �v': 2003 ,i��; � y'' y933 ,�ti • secretary ',,y'• : � ; � : �d;. .�Q.' .�Jl�.,. ,,:�t1� .Y�Yk•.,.,.•'�1��. POA 0018 (10/22) •,,�••,"�""•�••' • • • • :: • • •' 00 61 14 - 1 PAYMF.NTBOND Page 1 of 3 1 2 3 4 5 6 % 8 9 10 11 12 THE STATE OF TEXAS COUNTY OF TARRANi BOND NO, 100161588 SECTION 00 51 14 PAYMENT BOND § § KNOW ALL BY THESE PRESENiS: § That we, �Ni��iam J. Schultz Inc. dba Circle C Construction Companv known as _. � _ ....—_..._..______� .___� s "Principal" herein, and Merchants Bonding Company_(Mutual) , e corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or rnore}, are held and �rmfy bound unto the City o# Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, known as "City' herein, 13 in the penal sum of Fourteen Million Four Hundred ThirtV-Ei�ht Thousand, Two Hundred Sixt -y Nine & 50/100 14 ($ *14,438,269.50* j, law#ul money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, forthe payment of which sum well and truly be made, we bind ourselves, 16 17 18 19 20 21 zz 23 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Principa) has entered into a certain written Contract with City, awarded the 25th day of �.,_,__ _,.,.,�_June _,, 20 24 , which Contract is hereby referred to and made a part hereof for all purposes as if fuliy set forth herein, to furnish all materials, equipment, labor and other accessnries as defined by law, in the prosecution of the Work as provided for in said Contract and designated as 5anitary Sewer Interceptor lmprovements M-295 and M-329, City Project No. 102152. 24 NOW, iHEREFORE, THE CONDITION OF TH{S OBLIGATIOfV is such that if Principal shall pay 25 all monies owing to any (and all) payment bond beneficiary {as defined in Chapter 2253 of the 26 Texas Government Code, as amended) in the prosecution of the Work under the Contract, then 27 this obligation shall be and become null and void; otherwise to remain in full force and effect, 28 29 30 31 This bond is made and executed iri compliarzce with the provisions of Chapter ��53 of the Texas Government Code, as amended, and a1! liabilities on this bond shail be determined in accordance with the provisions of said statute, CITX OF FORT WOR`ITI Snnitary Sewer Interceptor Improvemenh M-295 and M-329 STANDARD CONS'[RUCTION SFECIFiCA"I'ION DOCUMEN'I'S City Projec�No. 1021 S2 Revised December 8, 2023 0061:LA-Z P�IYMFIV'f SGNL] P�gs 2 df 3 1 IfV.WI�N�SS WN�ft�DF, th� Princip�i �nd 5urety have each 51GNED and 5EALCD this 2 instrum�nk hy duiy auth�rixed agents and officers an this t�e 2.S day of 3 �t� � , 20 24 4 5 6 7 8 � 10 ATT�Si': 11 � ' � ��. 12 (principal) 5�cre�ary Michele S. ankfard �.3 14 i� �.6 17 1S 19 24 2x 22 �3 24 25 26 �7 ZS Witncss as to Princip7l �9 3Q 31 32 _ ._ __�� ,�� Witness as to 5urety Jahn A. Miller 34 c�.7 [.j'I'Y (]t� l�[)CZ'1' VV[)lt'I'iI ST�t�If]I+RD C'U7�15TRlJC.'1'lOhl `.s'f'I:(.IFIC:ATI(lN I.)c7C1_I�v11iN'I'S Rr,�i4rcl [1cc.citiiGcr R, 2f123 Pf�l �1CipAl.; William J, S�huatz, Inc. db� Circle C Go truottan Cam.pany BY: _�-={-�A .fS.�.. Signature Teresa S. Sk�lyLPresident T ��lame and Fififfl Address: 5D� W. Trammel� P. O. Eiox 44328 - --� - — - Fort Worth, TX 7S94Q . � SkJ R ETY: _, .. .-- - �- -- -- — �r- _ _ Merchants Bon i L�am an Mulual � �Y� Signature Sheryl A. Klutts, Attorney-in-�aet Nanie and -fifle Address: 670p W�stown �arkwav_� West L�es Moines IA 50266-7754 -----�----�-��------- Telcpha�ie NumL�er: �S� 678-8171 _ �mail Acl�ress: she.ryl(a�johnarnill�r�ssocinc.cam S:inii ary ticw�t 1»Icrcr:ptnr lirnrnur.ment� i1���245 m7d M-'�7.9 C�i �y 1'� uj e+:l �Fu. 1�2152 aDG114-3 PAYMENT BOND Page 3 of 3 1 Note; If signed by an officer of the Surety, there must be on file a certified extract from the 2 bylaws showing that this person has authority to sign such obligation. If Surety's physical address 3 is different from its mailing address, both must be provided. 4 5 The date of the bond shall not be prior to the date the Contract is awarded. 6 END OF 5ELTION 7 CITY OF FORT WORTIi Sunitury Scwer Interceptor Improvements M-295 and M-329 S'I'AAIDARD CONSTRUCTiON SVECIFTCATION DOCUMLN'I�5 City Projcct No. (02152 Revised December 8, 2U23 ERC NTS .� V�� I� l7 C V� 1" .A N,I. ri.a POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of lowa, d/b/a Merchants Nationai Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the pertormance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of MerchantsNational Bonding, (nc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March , 2023 . �... � . u.. ,oy? �RPO�iQq��p :, �Q.•'Z -a �, Z: ;v': 2003 ;��; :,.d��,. .. ��.,;� .•' ' '•. .• ��NG Cp,h•. ; �o?o�Poq .'0y'. . . • : C� '�.� •, ,,r, . :ti:� -o- b: ; ���� :3• : �'• 1933 • c' .� . ' � ' 1�. ,�y�� ,`�ao. . • . . . �.� . MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY By President STATE OF IOWA '•. � .•' ' • � . • COUNTY OF DALLAS ss. ���"""���� � a���� On this 20th day of March 2023 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seais affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. ��4 �'`� "� Kirt� tee o t�� ',� (:.c�mmissi�n tdum�r TdZ737 '� � 7;��'; �,�y Cuinmiss�n Er.pi�s ��—°�} q�'� r'���� Ftr, iz, F�fl� ��, 2�'�� �� � Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NAT�ONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of ���..��..,.,,, �.•---•.� . , . � . o'' Pt�01Vq< �'•. .' O�N • ��!h '• :�y�.ORppRq.�O' �•�O?��POq�.'°q�.• `/t/ � . �%I' •G !�•.,2t „ � C� .�'..t. � : 2 : Z _ a _ ��'; G = . � : �` - o - rt' �.-... si�% ;'a�1�'t.(/'7 �v�` 2003 ;�„� �� y' ���3 b'c: Secretary r:d• ,•�:' .,`�d;. .;�Q. ••���••�Jti•••����' •���•LY, ����• POA 0018 (10/22) •••�''•""'•••��•'' ' • • ••• • •' no6ii9-1 MAiNTENANCE BOND Page 1 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 THE STATE OF TEKAS COUNTY OF TARRANT BOND NO. 100161588 SEC710N 00 61 19 MAINTENANCE BDND § § KNOW ALL BYTHESE PRESENTS: § That we William J. Schultz, Inc. dba Circle C Construction Company , known as "Principal" herein and Merchants Bondinq Company(Mutual) , a corporate surety (sureties, if rrtore than one) duly authorized to do business in the State of Texas, known as "Suret�' herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, known as "Cit�' herein, in the sum Fourteen Million, Four Hundred Thirty-Eight Thousand, of Two Hundred Sixty,.Nine and 50/10Q****"""""***"*""""** ($,�,, "14,438,269.50" ), lawful rnoney of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its successars, we bind ourseives, aur heirs, 16 executors, administrators, successors and assigns, jointfy and severally, firmly by these presents, 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded 18 the 25th day of June 20� which Contract is hereby 19 referred to and a made part hereof for ail purposes as if fully set forth herein, to furnish all 2� 21 22 23 24 25 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work"j as provided for in said contract and designated as Sanitary 5ewer interceptor Improvements M-295 and M-329, City Project No. 10Z152; and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2J years 27 after the date of Final Acceptance of the Work by the City ("Maintenance Period"}; and 28 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 29 receiving notice from the City of the need therefor at any time within the Maintenance Period. 30 31. NOW THEREFORE, the condition of this obligation is such that if Principal shali remedy 32 any defective Work, for which timely notice was provided by City, to a completion satisfactory to CITY OF fOR7' WORTf# STANDARD CONS'IRUCI'ION SPECIFICATION DOL'UMF,NTS Revised Decembcr 8, 2U23 Sanitary Sewer Interceptor Improvemcnis M-295 nnd M-329 City Project No. 102152. 006119-1 MAINTENANCE BUND Page 2 oi 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVEFt, if Principal shali fai) so to repair or reconstruct any timely noticed defective Work, it is agreed thatthe City may cause any and all such defective Work to be repaired and/or recanstructed with a{I associated costs thereof being borne by the Prit�cipal and the Surety under this Maintenance bond; and PROVIDED FUR7HER, that if any legal action be fileci on this Bond, venue shal) lie in Tarrant County, Texas or the United States District Court for the Northern District af Texas, Fart Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. GI"I'Y OF FDR'C �VOR'I'H Sanitary Sewer Interceptor Irr�E�rovemcnts M-2.95 and A9-329 STANDARD CONS'I�UC'I'IOtr' SPECIF[CATION DOCUMEt�'I'S Cily Praject No. 102152 Revised Uecem6er 8, 2023 OOfi]A9-3 MAINTFNANCE BONf7 py�e 3 nf h �. IN WITfUESS WMfREDF, the Prir�cipai and [h� Surety have edtll SIGN[p �nd SEALED tl7is 2 instrument hy c#uly aul'hori�ed agents artd vfficers an this the �� . d�y �f _. ��..� e � _� _ , ZO 24 . 4 5 6 7 S 9 Za 11 12 13 1/� 15 1f� 17 7.8 :l9 2fl 27. 22 Z3 24 2S 25 27 �,$ 29 30 �� 32 �� 34 35 ATTEST: -- -,-�W�� (Prirocipa!) Secretsry Michele . Lankfard Witn�ss as tn E�rincipal lAlitriess as to S�r�ty •��1�� . Miller PRINCIPAL: William J. SCl�ultz InC. dba . _ ...----..�----- -� _Circle C Canstr�ion Company _ :- ~ -. BY: .r�t *--s-r>� - - .�,�- � 5ignature L Teresa S= Skell�, Pr�siden# ___ _ __ f�ame �nd Titte Addr�ss: 5D0 W. Trammell ,.P. �. Box 40328 Fort Worth, T?C 76144 5�7f{�TY� - f--�----- . .� Merchants gon i ,�ompan �Mutual) _,� BY: ���� 5i�r�ature 5heryi A__Klutts, Attai�ey-in-��� Narne and Title q�l�r����: 8700 Westown Parkway_ _ West Des Moines, RA 50266-77�4 �'elephan� fVumber: __(600).678-8171 _ - Emalf Rddress; sheryE c�johnamillerassoeinc.com Gl'T1� f]k�' t'Ui�'I` W�ylt'fT-] Sc�hi�nry �'cw,:r interccnlur Imptesuetnenls M-�43 and M-329 S'I'I�NUARU f:()N«i'I'1�.11[;'fl{7N hPf�,S�ll� [CA��ON C?L?C11iV11�N'f5 (:ily Pmjcc� Nn lf}� 152 ii�:�•isi�d Llr.certl��:r K, 21173 006119-4 MAINTENANCE BOND Page 4 nf 4 1 *Note: If signed 6y an officer of the 5urety Company, there must be on file a certified extract Z from the by-laws showing that this person has authority to sign such obligation. If 3 Surety's physical address is different from its mailing address, both must be provided. 4 The date ofthe bond shall not be prior to the date the Contract is awarded. CI'('Y OP' FOR'[' WOR'CH Sanitary Sewer Intcrceptor Impmvements M-295 andM-329 STANDARD CONSTRUC7'ION SPFCIFICATI(]N DOCLIMEN'CS City Project Nu. IO7152 Revised Dccembcr 8, 7.023 E C TS aCjNDING CC7MPANY-M POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of lowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of MerchantsNational Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation, It is fully understood that consenting to the State ofFlorida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March , 2023 . � ��,�0'u••• . :�y?°ap R4��°�; c2:=G -o- �v��: ;v�: 2003 ;?,t�i; :,d�;•. .•�.,: ,. �.. .; � ,• •���"'���, '�O�O P A �A9 + . • � , y '4,,.� •y,� ; •+-�'-:'Z' -o- p� : '��� :3• ' a` 1933 • , y. . �. • � y. . ��� ,`�a�. . . . � . . W•.. . . MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY By President STATEOFIOWA ����r������������� •��+i••��� COUNTY OF DALLAS ss. On this 20th day of March 2023 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. �,�' ��°� �";, Kii�� Lee � z � ��'��''�= �{Y���mi� n�������7 q`� �- `',�;� A�nl 14, 2(�4 U � �� �-�..--'� Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, 1 have hereunto set my hand and affixed the seal of the Companies on this day of ���....��.., .,,""'•. .•''p't�oNA�''o •�p�NG.C�,�j'•. ;'y�:papORq.eo ; ; �O,•o�1P0A�.'°y�. d%t/.� �:s' : � • G >'� •. Z : • • C� ..a •. .c + '�� �,� �2'2 -O- G':G: �1-�•:�' -b- ��.-.,+ '�v': 2003 ,:��; % y' 1933 �: c' secretary r:d�;. :��:' :��;. .a�.' '•.�L,'''�"':�..�' •.;'�v.,�,{..•`:��. POA 0018 (10/22) •�''",'•'••``�•' '• •••••• MERC�-�ANTS BONDING COMPANY,� MERCHANTS BOND(NG COMPANI' (MUTUALJ • MF:RCHANTS NATIONAL BONDING, INC. P.O. [�Ox 14498 � DES MOI�VC-S. IOW� 5030G-3498 �(800) G78-8171 �(515) 243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Box 14498 Des Moines, Iowa 50306-3498 (Sl5)243-8171 (800) 678-8171 Physical Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 SUP 0073 TX (2/15) �� O X utua WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND EMPLOYERS LIABILITY POLICY WC420304B Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the (nformation Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas operations 3. Premium: The premium charge for this endorsement shall be 2,00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached e(fective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on S/12/23 at 12:01 a.m. standard time, forms a part of: Policy no. 0002051085 of Texas Mutual Insurance Company effective on 8/12/23 Issued to: WILLIAM J SCHULTZ INC DBA: CIRCLE C CONSTRUCTION COMPANY This is not a bill NCCI Carrier Code: 29939 PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com ((800) 859-5995 � Fax (800) 359-0650 .�o� �CJa�o� Authorized representative 8/11 /23 WC 42 03 04 B 00 61 25 - 1 CERTIFICATE OF INSURANCE Page 1 of 1 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised July 1, 2011 SECTION 00 61 25 1 CERTIFICATE OF INSURANCE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 END OF SECTION 23 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 – Definitions and Terminology ........................................................................................................... 1 1.01 Defined Terms ................................................................................................................................ 1 1.02 Terminology ................................................................................................................................... 6 Article 2 – Preliminary Matters ..................................................................................................................... 7 2.01 Copies of Documents ................................................................................................................ 7 2.02 Commencement of Contract Time; Notice to Proceed................................................................. 7 2.03 Starting the Work ........................................................................................................................... 8 2.04 Before Starting Construction .................................................................................................... 8 2.05 Preconstruction Conference ........................................................................................................... 8 2.06 Public Meeting ............................................................................................................................... 8 2.07 Initial Acceptance of Schedules ................................................................................................ 8 Article 3 – Contract Documents: Intent, Amending, Reuse .......................................................................... 8 3.01 Intent ........................................................................................................................................ 8 3.02 Reference Standards ................................................................................................................. 9 3.03 Reporting and Resolving Discrepancies ........................................................................................ 9 3.04 Amending and Supplementing Contract Documents ..................................................................10 3.05 Reuse of Documents .................................................................................................................... 10 3.06 Electronic Data ....................................................................................................................... 11 Article 4 – Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points ....................................................................................................... 11 4.01 Availability of Lands .............................................................................................................. 11 4.02 Subsurface and Physical Conditions ....................................................................................... 12 4.03 Differing Subsurface or Physical Conditions .......................................................................... 12 4.04 Underground Facilities ..................................................................................................................... 13 4.05 Reference Points ..................................................................................................................... 14 4.06 Hazardous Environmental Condition at Site ........................................................................... 14 Article 5 – Bonds and Insurance....................................................................................................................... 16 5.01 Licensed Sureties and Insurers ................................................................................................ 16 5.02 Performance, Payment, and Maintenance Bonds .................................................................... 16 5.03 Certificates of Insurance .............................................................................................................. 16 5.04 Contractor’s Insurance ............................................................................................................ 18 5.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 19 Article 6 – Contractor’s Responsibilities ......................................................................................................... 19 6.01 Supervision and Superintendence ........................................................................................... 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 6.02 Labor; Working Hours ............................................................................................................ 20 6.03 Services, Materials, and Equipment ............................................................................................ 20 6.04 Project Schedule ........................................................................................................................... 21 6.05 Substitutes and “Or-Equals” ........................................................................................................ 21 6.06 Concerning Subcontractors, Suppliers, and Others ................................................................. 24 6.07 Wage Rates ............................................................................................................................. 25 6.08 Patent Fees and Royalties ................................................................................................................. 26 6.09 Permits and Utilities ..................................................................................................................... 27 6.10 Laws and Regulations .................................................................................................................. 27 6.11 Taxes ...................................................................................................................................... 28 6.12 Use of Site and Other Areas .................................................................................................... 28 6.13 Record Documents ....................................................................................................................... 29 6.14 Safety and Protection .............................................................................................................. 29 6.15 Safety Representative ................................................................................................................... 30 6.16 Hazard Communication Programs ............................................................................................... 30 6.17 Emergencies and/or Rectification ................................................................................................ 30 6.18 Submittals ..................................................................................................................................... 31 6.19 Continuing the Work .................................................................................................................... 32 6.20 Contractor’s General Warranty and Guarantee....................................................................... 32 6.21 Indemnification .......................................................................................................................... 33 6.22 Delegation of Professional Design Services ............................................................................... 34 6.23 Right to Audit .................................................................................................................................... 34 6.24 Nondiscrimination ........................................................................................................................ 35 Article 7 – Other Work at the Site ............................................................................................................... 35 7.01 Related Work at Site .................................................................................................................... 35 7.02 Coordination ........................................................................................................................... 36 Article 8 – City’s Responsibilities .................................................................................................................... 36 8.01 Communications to Contractor .................................................................................................... 36 8.02 Furnish Data............................................................................................................................ 36 8.03 Pay When Due ........................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests ............................................................................... 36 8.05 Change Orders ........................................................................................................................ 36 8.06 Inspections, Tests, and Approvals ...............................................................................................36 8.07 Limitations on City’s Responsibilities .........................................................................................37 8.08 Undisclosed Hazardous Environmental Condition .................................................................. 37 8.09 Compliance with Safety Program ........................................................................................... 37 Article 9 – City’s Observation Status During Construction ........................................................................ 37 9.01 City’s Project Manager ............................................................................................................... 37 9.02 Visits to Site ............................................................................................................................ 37 9.03 Authorized Variations in Work ....................................................................................................38 9.04 Rejecting Defective Work ...................................................................................................... 38 9.05 Determinations for Work Performed ...........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 Article 10 – Changes in the Work; Claims; Extra Work .................................................................................38 10.01 Authorized Changes in the Work ................................................................................................ 38 10.02 Unauthorized Changes in the Work ............................................................................................ 39 10.03 Execution of Change Orders ................................................................................................... 39 10.04 Extra Work ................................................................................................................................... 39 10.05 Notification to Surety .............................................................................................................. 39 10.06 Contract Claims Process ......................................................................................................... 40 Article 11 – Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work ..................................................................................................................... 41 11.02 Allowances ................................................................................................................................... 43 11.03 Unit Price Work ...................................................................................................................... 44 11.04 Plans Quantity Measurement ....................................................................................................... 45 Article 12 – Change of Contract Price; Change of Contract Time ..................................................................... 46 12.01 Change of Contract Price ............................................................................................................. 46 12.02 Change of Contract Time .................................................................................................................. 47 12.03 Delays ................................................................................................................................................. 47 Article 13 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ....................... 48 13.01 Notice of Defects .................................................................................................................... 48 13.02 Access to Work ............................................................................................................................ 48 13.03 Tests and Inspections ................................................................................................................... 48 13.04 Uncovering Work ................................................................................................................... 49 13.05 City May Stop the Work .............................................................................................................. 49 13.06 Correction or Removal of Defective Work .............................................................................. 50 13.07 Correction Period .................................................................................................................... 50 13.08 Acceptance of Defective Work ............................................................................................... 51 13.09 City May Correct Defective Work .......................................................................................... 51 Article 14 – Payments to Contractor and Completion ..................................................................................... 52 14.01 Schedule of Values ....................................................................................................................... 52 14.02 Progress Payments ....................................................................................................................... 52 14.03 Contractor’s Warranty of Title ..................................................................................................... 54 14.04 Partial Utilization .................................................................................................................... 55 14.05 Final Inspection ...................................................................................................................... 55 14.06 Final Acceptance .................................................................................................................... 55 14.07 Final Payment ............................................................................................................................... 56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................ 56 14.09 Waiver of Claims ............................................................................................................................... 57 Article 15 – Suspension of Work and Termination .......................................................................................... 57 15.01 City May Suspend Work ............................................................................................................. 57 15.02 City May Terminate for Cause .................................................................................................... 58 15.03 City May Terminate For Convenience ........................................................................................ 60 Article 16 – Dispute Resolution ....................................................................................................................... 61 16.01 Methods and Procedures ........................................................................................................ 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 Article 17 – Miscellaneous ............................................................................................................................... 62 17.01 Giving Notice ......................................................................................................................... 62 17.02 Computation of Times .................................................................................................................. 62 17.03 Cumulative Remedies .................................................................................................................. 62 17.04 Survival of Obligations ................................................................................................................ 63 17.05 Headings ....................................................................................................................................... 63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 1 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award – Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 2 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 12. Change Order—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney – The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 22. Contractor—The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 3 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 24. Damage Claims – A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day – A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation – The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services – The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development – The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works – The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department – The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work – Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance – The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 4 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 37. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements—Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item – An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs—Polychlorinated biphenyls. 48. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 49. Plans – See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 5 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 50. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Time. 51. Project—The Work to be performed under the Contract Documents. 52. Project Manager—The authorized representative of the City who will be assigned to the Site. 53. Public Meeting – An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 57. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 58. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor’s Applications for Payment. 59. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 61. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 6 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 62. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Substantial Completion – The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent – The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69 Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 1. The Contract Documents include the terms “as allowed,” “as approved,” “as ordered,” “as directed” or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City’s written acceptance. D. Furnish, Install, Perform, Provide: 1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or the word “Supply,” or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 – PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 8 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to the Public Meeting if scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 – CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as “the Contractor shall,” “in conformity with,” “as shown,” or “as specified” are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 9 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading “Related Sections include but are not necessarily limited to:” and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor’s Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor’s Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 10 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City’s review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City’s written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 11 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City’s on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user’s sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data’s creator. ARTICLE 4 – AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 12 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any “technical data” or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any “technical data” on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 13 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 14 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City’s judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 15 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any “technical data” or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City’s own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 16 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 ARTICLE 5 – BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as “Additional Insured” on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 17 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 2. The Contractor’s general liability insurance shall include a, “per project” or “per location”, endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor’s obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 18 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage’s and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor’s insurance. 5.04 Contractor’s Insurance A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’ Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers’ Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 19 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”, defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 – CONTRACTOR’S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 20 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City’s written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 21 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval of the proposed item may, in City’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 22 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 23 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 24 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority and Women Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for MWBE goal, Contractor is required to comply with the intent of the City’s MWBE Business Enterprise Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 25 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City’s determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 26 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Affidavit. Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code related to paying prevailing wage rates on completion of the project. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 27 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor’s responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 28 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller’s Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller’s Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: https://comptroller.texas.gov/taxes/permit/ 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 29 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 30 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City’s safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any, with which City’s employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor’s designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 31 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 32 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City’s review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City’s Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City’s review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City’s review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor’s General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 33 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 2. normal wear and tear under normal usage. C. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 34 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City’s review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City’s review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 35 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 – OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City’s employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City’s employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 36 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 – CITY’S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City’s duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City’s identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 37 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 8.07 Limitations on City’s Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City’s responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City’s Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City’s Project Manager during construction are set forth in the Contract Documents. The City’s Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City’s Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, City’s Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City’s Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City’s Project Manager’s efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City’s Project Manager’s visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 38 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 9.03 Authorized Variations in Work City’s Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City’s Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City’s Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City’s written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City’s written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 – CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City’s correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 40 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 10.06 Contract Claims Process A. City’s Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor’s written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant’s last submittal (unless Contract allows additional time). C. City’s Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City’s sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 41 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 D. City’s written action under Paragraph 10.06.C will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 – COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers’ compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers’ field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 42 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor’s Cost of the Work and fee shall be determined in the same manner as Contractor’s Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor’s employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor’s fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 43 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor’s officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor’s principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor’s fee. 2. Expenses of Contractor’s principal and branch offices other than Contractor’s office at the Site. 3. Any part of Contractor’s capital expenses, including interest on Contractor’s capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor’s Fee: When all the Work is performed on the basis of cost-plus, Contractor’s fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor’s fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 44 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor’s costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor’s overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under “Price and Payment Procedures” varies by more than 25% (or as stipulated under “Price and Payment Procedures” for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 46 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor’s fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor’s Fee: The Contractor’s additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor’s additional fee shall be 15 percent except for: 1) rental fees for Contractor’s own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor’s fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 47 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor’s fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor’s sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 48 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 ARTICLE 13 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a “fail”, “did not pass” or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor’s expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City’s request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 50 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City’s special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 51 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor’s obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City’s evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants, employees, and City’s other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 52 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City’s rights and remedies under this Paragraph 13.09. ARTICLE 14 – PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City’s interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor’s legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as described in subsection C. unless otherwise stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 53 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City’s processing of any payment requested in an Application for Payment will be based on City’s observations of the executed Work, and on City’s review of the Application for Payment and the accompanying data and schedules, that to the best of City’s knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor; or c. Contractor has complied with Laws and Regulations applicable to Contractor’s performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective or completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 54 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor’s Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 55 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any part of the Work which has specifically been identified in the Contract Documents, or which City determines constitutes a separately functioning and usable part of the Work that can be used for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is Subst ant ia l ly Complete in accordance with the Contract Documents: 1. Within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective (“Punch List Items”). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. 1. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items, Contract Time will resume for the duration it takes for Contractor to achieve Final Acceptance. 14.06 Final Acceptance Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 56 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments for employees, subcontractors, and suppliers; and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work . B. Payment Becomes Due: 1. After City’s acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor’s final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 57 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 – SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 58 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor’s persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City’s Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor’s disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor’s repeated disregard of the authority of City; or 4. Contractor’s violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor’s failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 59 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor’s services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor’s services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 60 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 61 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 – DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City’s action under Paragraph 10.06.C or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 62 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 – MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 1 GENERAL CONDITIONS Page 63 of 63 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 00 73 00 SUPPLEMENTARY CONDITIONS Page 1 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 8, 2024 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, “Resolving Discrepancies” Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., “Availability of Lands” The following is a list of known outstanding right -of-way, and/or easements to be acquired, if any as of April 15th, 2024 Outstanding Right-Of-Way, and/or Easements to Be Acquired PARCEL NUMBER OWNER TARGET DATE OF POSSESSION NONE The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4.01A.2, “Availability of Lands” 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 8, 2024 Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of April 15th, 2024 EXPECTED OWNER UTILITY AND LOCATION TARGET DATE OF ADJUSTMENT NONE The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., “Subsurface and Physical Conditions” The following are reports of explorations and tests of subsurface conditions at the site of the Work: The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Geotechnical Engineering ReportM-295 Upsizing Project Report No. G19-2109, dated September 10, 2019, prepared by D&S Engineering Labs a sub-consultant of Huitt-Zollars, Inc., a consultant of the City, providing additional information on subsurface cond itions along the pipeline alignment, engineering properties of subsurface material, and soil design parameters and recommendations. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., “Hazardous Environmental Conditions at Site” The following are reports and drawings of existing hazardous environmenta l conditions known to the City: None SC-5.03A., “Certificates of Insurance” The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: None (3) Other: None SC-5.04A., “Contractor’s Insurance” The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 8, 2024 SC-5.04B., “Contractor’s Insurance” 5.04B. Commercial General Liability, under Paragraph GC -5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U” coverage’s. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., “Contractor’s Insurance” 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor’s Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., “Contractor’s Insurance” The Contractor’s construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks None The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a “Right of Entry Agreement” with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor’s use of private and/or construction access roads crossing said railroad company’s properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor’s operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: X Required for this Contract Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 8, 2024 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railro ad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right -of-way or where several railroad companies are involved and operated on their own separate rights-of-way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company’s right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company’s right -of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company’s property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor’s beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right -of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., “Project Schedule” Project schedule shall be tier 3 for the project. SC-6.07 A.., “Duty to pay Prevailing Wage Rates” The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: A copy of the table is also available by accessing the City’s website at: https://apps.fortworthtexas.gov/ProjectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 – General Conditions SC-6.09., “Permits and Utilities” SC-6.09A., “Contractor obtained permits and licenses” The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 1. SWPPP SC-6.09B. “City obtained permits and licenses” The following are known permits and/or licenses required by the Contract to be acquired by the City: 1. City of Fort Worth Floodplain Development Permit 2. City of Fort Worth Urban Forestry Permit 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 8, 2024 3. City of Fort Worth Grading Permit SC-6.09C. “Outstanding permits and licenses” The following is a list of known outstanding permits and/or licenses to be acquired, if any as of April 15th, 2024 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None SC-7.02., “Coordination” The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority NONE SC-8.01, “Communications to Contractor” None SC-9.01., “City’s Project Manager” The City’s Project Manager for this Contract is Walter Norwood, P.E., or his/her successor pursuant to written notification from the Director of the City of Fort Worth Water Department. SC-13.03C., “Tests and Inspections” None SC-16.01C.1, “Methods and Procedures” None END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 8, 2024 1/22/2016 F. Griffin SC-9.01., “City’s Project Representative” wording changed to City’s Project Manager. 3/9/2020 D.V. Magaña SC-6.07, Updated the link such that files can be accessed via the City’s website. 10/06/23 Michael Owen SC-6.07, Allow affidavit regarding paying prevailing wages to be submitted on completion of job, as opposed to with each progress report 3/08/24 Michael Owen Removed revisions related to affidavit, as those changes have been made in General Conditions 01 11 00 - 1 SUMMARY OF WORK Page 1 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 11 00 SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 25 00 - 1 SUBSTITUTION PROCEDURES Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 25 00 - 3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City’s opinion, acceptance will require substantial revision of the original design d. In the City’s opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date 01 31 19 - 1 PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 31 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor’s work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material l. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City’s representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 31 20 - 1 PROJECT MEETINGS Page 1 of 3 SECTION 01 31 20 PROJECT MEETINGS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre-Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 a. In general, the neighborhood meeting will occur within the 2 weeks following the pre-construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as- needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City’s representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off-site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards l. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 p. Review status of Requests for Information 6. Meeting Schedule 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 1 of 5 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 1 SECTION 01 32 16.1 2 CONSTRUCTION SCHEDULE – BASELINE EXAMPLE 3 PART 1 - GENERAL 4 The following is an example of a Contractor’s project schedule that illustrates the data and 5 expectation for schedule content depicting the baseline for the project. This version of the 6 schedule is referred to as a “baseline” schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a baseline schedule. See CFW 8 Specification 01 32 16 Construction Schedule for details and requirements regarding the 9 Contractor’s project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 2 of 5 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 3 of 5 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 4 of 5 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 5 of 5 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-329 and M-295 City Project No. 102152 1 END OF SECTION 2 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification 3 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 1 of 5 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 1 SECTION 01 32 16.2 2 CONSTRUCTION SCHEDULE – PROGRESS EXAMPLE 3 PART 1 - GENERAL 4 The following is an example of a Contractor’s project schedule that illustrates the data and 5 expectation for schedule content depicting the progress for the project. This version of the 6 schedule is referred to as a “progress” schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a progress schedule. See 8 CFW Specification 01 32 16 Construction Schedule for details and requirements regarding 9 the Contractor’s project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 2 of 5 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 3 of 5 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 4 of 5 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 5 of 5 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 1 END OF SECTION 2 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification 3 1. (insert text here) 2. (insert text here) 3. (insert text here) Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16.3 – PROGRESS NARRATIVE Page 1 of 1 SECTION 01 32 16.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Contractor Company Name: City Project No: Contractor Schedule Contact: City Project Manager: A. List of activities changed in the reporting period. B. List any potential delays and provide mitigation actions C. List any actual delays and provide recovery actions CITY OF FORT WORTH, TEXAS CONSTRUCTION PROJECT SCHEDULE NARRATIVE REPORT FOR CFW PROJECTS Revised August 13, 2021 Page 1 of 1 1. (insert text here) 2. (insert text here) 3. (insert text here) 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16 - 1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 1 SECTION 01 32 16 2 CONSTRUCTION SCHEDULE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 – General Requirements 15 D. Purpose 16 The City of Fort Worth (City) is committed to delivering quality, cost-effective 17 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 18 properly structured schedule with accurate updates. This supports effective monitoring 19 of progress and is input to critical decision making by the project manager throughout 20 the life of the project. Data from the updated project schedule is utilized in status 21 reporting to various levels of the City organization and the citizenry. 22 23 This Document complements the City's Standard Agreement to guide the construction 24 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 25 City in project delivery. The expectation is the performance of the work follows the 26 accepted schedule and adhere to the contractual timeline. 27 28 The Contractor will designate a qualified representative (Project Scheduler) responsible 29 for developing and updating the schedule and preparing status reporting as required by 30 the City. 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Work associated with this Item is considered subsidiary to the various items bid. 34 No separate payment will be allowed for this Item. 35 2. Non-compliance with this specification is grounds for City to withhold payment of 36 the Contractor’s invoices until Contractor achieves said compliance. 37 1.3 REFERENCES 38 A. Project Schedules CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 1 Each project is represented by City’s master project schedule that encompasses the 2 entire scope of activities envisioned by the City to properly deliver the work. When the 3 City contracts with a Contractor to perform construction of the Work, the Contractor 4 will develop and maintain a schedule for their scope of work in alignment with the 5 City’s standard schedule requirements as defined herein. The data and information of 6 each such schedule will be leveraged and become integral in the master project 7 schedule as deemed appropriate by the City’s Project Control Specialist and approved 8 by the City’s Project Manager. 9 10 1. Master Project Schedule 11 The master project schedule is a holistic representation of the scheduled activities 12 and milestones for the total project and be Critical Path Method (CPM) based. The 13 City’s Project Manager is accountable for oversight of the development and 14 maintaining a master project schedule for each project. When the City contracts for 15 the design and/or construction of the project, the master project schedule will 16 incorporate elements of the Design and Construction schedules as deemed 17 appropriate by the City’s Project Control Specialist. The assigned City Project 18 Control Specialist creates and maintains the master project schedule in P6 (City’s 19 scheduling software). 20 21 2. Construction Schedule 22 The Contractor is responsible for developing and maintaining a schedule for the 23 scope of the Contractor’s contractual requirements. The Contractor will issue an 24 initial schedule for review and acceptance by the City’s Project Control Specialist 25 and the City’s Project Manager as a baseline schedule for Contractor’s scope of 26 work. Contractor will issue current, accurate updates of their schedule (Progress 27 Schedule) to the City at the end of each month throughout the life of their work. 28 29 B. Schedule Tiers 30 The City has a portfolio of projects that vary widely in size, complexity and content 31 requiring different scheduling to effectively deliver each project. The City uses a 32 “tiered” approach to align the proper schedule with the criteria for each project. The 33 City's Project Manager determines the appropriate schedule tier for each project, and 34 includes that designation and the associated requirements in the Contractor’s scope of 35 work. The following is a summary of the “tiers”. 35 36 1. Tier 1: Small Size and Short Duration Project (design not required) 37 The City develops and maintains a Master Project Schedule for the project. No 38 schedule submittal is required from Contractor. City’s Project Control Specialist 39 acquires any necessary schedule status data or information through discussions with 40 the respective party on an as-needed basis. 41 42 2. Tier 2: Small Size and Short to Medium Duration Project 43 The City develops and maintains a Master Project Schedule for the project. The 44 Contractor identifies “start” and “finish” milestone dates on key elements of their 45 work as agreed with the City’s Project Manager at the kickoff of their work effort. 46 The Contractor issues to the City, updates to the “start” and “finish” dates for such 47 milestones at the end of each month throughout the life of their work on the project. 48 49 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) and in 4 alignment with the WBS structure in Section 1.4.H as agreed by the Project 5 Manager. The Contractor issues to the City, updates of their respective schedule 6 (Progress Schedule) at the end of each month throughout the life of their work on the 7 project. 8 C. Schedule Types 9 Project delivery for the City utilizes two types of schedules as noted below. The City 10 develops and maintains a Master Project Schedule as a “baseline” schedule and issue 11 monthly updates to the City Project Manager (end of each month) as a “progress” 12 schedule. The Contractor prepares and submits each schedule type to fulfill their 13 contractual requirements. 14 15 1. Baseline Schedule 16 The Contractor develops and submits to the City, an initial schedule for their scope 17 of work in alignment with this specification. Once reviewed and accepted by the 18 City, it becomes the “Baseline” schedule and is the basis against which all progress 19 is measured. The baseline schedule will be updated when there is a change or 20 addition to the scope of work impacting the duration of the work, and only after 21 receipt of a duly authorized change order issued by the City. In the event progress is 22 significantly behind schedule, the City’s Project Manager may authorize an update 23 to the baseline schedule to facilitate a more practical evaluation of progress. An 24 example of a Baseline Schedule is provided in Specification 01 32 16.1 25 Construction Project Schedule Baseline Example. 26 27 2. Progress Schedule 28 The Contractor updates their schedule at the end of each month to represent the 29 progress achieved in the work which includes any impact from authorized changes 30 in the work. The updated schedule must accurately reflect the current status of the 31 work at that point in time and is referred to as the “Progress Schedule”. The City’s 32 Project Manager and Project Control Specialist reviews and accepts each progress 33 schedule. In the event a progress schedule is deemed not acceptable, the 34 unacceptable issues are identified by the City within 5 working days and the 35 Contractor must provide an acceptable progress schedule within 5 working days 36 after receipt of non-acceptance notification. An example of a Progress Schedule is 37 provided in Specification 01 32 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1 1. Schedule Framework - The schedule will be based on the defined scope of work 2 and follow the (Critical Path Methodology) CPM method. The Contractor’s 3 schedule will align with the requirements of this specification and will be cost 4 loaded to reflect their plan for execution. Compliance with cost loading can be 5 provided with traditional cost loading of line items OR a projected cost per 6 month for the project when the initial schedule is submitted, updated on a 7 quarterly basis is significant change is anticipated. Overall schedule duration 8 will align with the contractual requirements for the respective scope of work and be 9 reflected in City’s Master Project Schedule. The Project Number and Name of the 10 Project is required on each schedule and must match the City’s project data. 11 12 E. Schedule File Name 13 All schedules submitted to the City for a project will have a file name that begins with 14 the City’s project number followed by the name of the project followed by baseline (if 15 a baseline schedule) or the year and month (if a progress schedule), as shown below. 16 17 • Baseline Schedule File Name 18 Format: City Project Number_Project Name_Baseline 19 Example: 101376_North Montgomery Street HMAC_Baseline 20 21 • Progress Schedule File Name 22 Format: City Project Number_Project Name_YYYY-MM 23 Example: 101376_North Montgomery Street HMAC_2018_01 24 25 • Project Schedule Progress Narrative File Name 26 Format: City Project Number_Project Name_PN_YYYY-MM 27 Example: 101376_North Montgomery Street HMAC_PN_2018_01 28 29 F. Schedule Templates 30 The Contractor will utilize the relevant sections from the City’s templates provided in 31 the City’s document management system as the basis for creating their respective 32 project schedule. Specifically, the Contractor’s schedule will align with the layout of 33 the Construction section. The templates are identified by type of project as noted 34 below. 35 • Arterials 36 • Aviation 37 • Neighborhood Streets 38 • Sidewalks (later) 39 • Quiet Zones (later) 40 • Street Lights (later) 41 • Intersection Improvements (later) 42 • Parks 43 • Storm water 44 • Street Maintenance 45 • Traffic 46 • Water 47 48 G. Schedule Calendar CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16 - 5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 1 The City’s standard calendar for schedule development purposes is based on a 5-day 2 workweek and accounts for the City’s nine standard holidays (New Years, Martin 3 Luther King, Memorial, Juneteenth, Independence, Labor, Thanksgiving, day after 4 Thanksgiving, and Christmas). The Contractor will establish a schedule calendar as 5 part of the schedule development process and provide to the Project Control Specialist 6 as part of the basis for their schedule. Variations between the City’s calendar and the 7 Contractor’s calendar must be resolved prior to the City’s acceptance of their Baseline 8 project schedule. 9 10 H. WBS & Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a summary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City’s WBS structure and respective 20 project type template for “Construction” as shown in Section 1.4.H below. 21 Additional activities may be added to Levels 1 - 4 to accommodate the needs 22 of the organization executing the work. Specifically, the Contractor will add 23 activities under WBS XXXXXX.80.83 “Construction Execution” that 24 delineates the activities associated with the various components of the work. 25 26 2. Contractor is required to adhere to the City’s Standard Milestones as shown 27 in Section 1.4.I below. Contractor will include additional milestones 28 representing intermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 I. Schedule Activities 32 Activities are the discrete elements of work that make up the schedule. They will be 33 organized under the umbrella of the WBS. Activity descriptions should adequately 34 describe the activity, and in some cases the extent of the activity. All activities are 35 logically tied with a predecessor and a successor. The only exception to this rule is for 36 “project start” and “project finish” milestones. 37 38 The activity duration is based on the physical amount of work to be performed for the 39 stated activity, with a maximum duration of 20 working days OR a continuous activity 40 in one location. If the work for any one activity exceeds 20 days, break that activity 41 down incrementally to achieve this duration constraint. Any exception to this requires 42 review and acceptance by the City’s Project Control Specialist. 43 44 J. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated into the 46 previously accepted baseline schedule as an update, to clearly show impact to the 47 project timeline. The Contractor submits this updated baseline schedule to the City for CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16 - 6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 1 review and acceptance as described in Section 1.5 below. Updated baseline schedules 2 adhere to the following: 3 4 1. Time extensions associated with approved contract modifications are limited to the 5 actual amount of time the project activities are anticipated to be delayed, unless 6 otherwise approved by the Program Manager. 7 8 2. The re-baselined schedule is submitted by the Contractor within ten workdays after 9 the date of receipt of the approved Change Order. 10 11 3. The changes in logic or durations approved by the City are used to analyze the impact 12 of the change and is included in the Change Order. The coding for a new activity(s) 13 added to the schedule for the Change Order includes the Change Order number in the 14 Activity ID. Use as many activities as needed to accurately show the work of the 15 Change Order. Revisions to the baseline schedule are not effective until accepted by 16 the City. 17 K. City’s Work Breakdown Structure 18 19 WBS Code WBS Name 20 XXXXXX Project Name 21 XXXXXX.30 Design 22 XXXXXX.30.10 Design Contractor Agreement 23 XXXXXX.30.20 Conceptual Design (30%) 24 XXXXXX.30.30 Preliminary Design (60%) 25 XXXXXX.30.40 Final Design 26 XXXXXX.30.50 Environmental 27 XXXXXX.30.60 Permits 28 XXXXXX.30.60.10 Permits - Identification 29 XXXXXX.30.60.20 Permits - Review/Approve 30 XXXXXX.40 ROW & Easements 31 XXXXXX.40.10 ROW Negotiations 32 XXXXXX.40.20 Condemnation 33 XXXXXX.70 Utility Relocation 34 XXXXXX.70.10 Utility Relocation Co-ordination 35 XXXXXX.80 Construction 36 XXXXXX.80.81 Bid and Award 37 XXXXXX.80.83 Construction Execution 38 XXXXXX.80.85 Inspection 39 XXXXXX.80.86 Landscaping 40 XXXXXX.90 Closeout 41 XXXXXX.90.10 Construction Contract Close-out 42 XXXXXX.90.40 Design Contract Closure 43 L. City’s Standard Milestones 44 The following milestone activities (i.e., important events on a project that mark critical 45 points in time) are of particular interest to the City and must be reflected in the project 46 schedule for all phases of work. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 1 Activity ID Activity Name 2 Design 3 3020 Award Design Agreement 01 32 16 - 7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 4 3040 Issue Notice to Proceed - Design Engineer 5 3100 Design Kick-off Meeting 6 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, 7 Water & Sewer 8 3150 Peer Review Meeting/Design Review meeting (technical) 9 3160 Conduct Design Public Meeting #1 (required) 10 3170 Conceptual Design Complete 11 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 12 Parks, Storm Water, Water & Sewer 13 3250 Conduct Design Public Meeting #2 (required) 14 3260 Preliminary Design Complete 15 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 16 Water & Sewer 17 3330 Conduct Design Public Meeting #3 (if required) 18 3360 Final Design Complete 19 ROW & Easements 20 4000 Right of Way Start 21 4230 Right of Way Complete 22 Utility Relocation 23 7000 Utilities Start 24 7120 Utilities Cleared/Complete 25 Construction 26 Bid and Award 27 8110 Start Advertisement 28 8150 Conduct Bid Opening 29 8240 Award Construction Contract 30 Construction Execution 31 8330 Conduct Construction Public Meeting #4 Pre-Construction 32 8350 Construction Start 33 8370 Substantial Completion 34 8540 Construction Completion 35 9130 Notice of Completion/Green Sheet 36 9150 Construction Contract Closed 37 9420 Design Contract Closed 38 39 1.4 SUBMITTALS 40 A. Schedule Submittal & Review 41 The City’s Project Manager is responsible for reviews and acceptance of the Contractor’s 42 schedule. The City’s Project Control Specialist is responsible for ensuring alignment of 43 the Contractor’s baseline and progress schedules with the Master Project Schedule as 44 support to the City’s Project Manager. The City reviews and accepts or rejects the 45 schedule within ten workdays of Contractor’s submittal. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 1 1. Schedule Format 01 32 16 - 8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 2 The Contractor will submit each schedule in two electronic forms, one in native file 3 format (.xer, .xml, .mpx) and the second in a pdf format, in the City’s document 4 management system in the location dedicated for this purpose and identified by the 5 Project Manager. In the event the Contractor does not use Primavera P6 or MS 6 Project for scheduling purposes, the schedule information must be submitted in .xls or 7 .xlsx format in compliance with the sample layout (See Specification 01 32 16.1 8 Construction Project Schedule Baseline Example), including activity predecessors, 9 successors and total float. 10 11 2. Initial & Baseline Schedule 12 The Contractor will develop their schedule for their scope of work and submit their 13 initial schedule in electronic form (in the file formats noted above), in the City’s 14 document management system in the location dedicated for this purpose at least 5 15 working days prior to Pre Construction Meeting. 16 17 The City’s Project Manager and Project Control Specialist review this initial schedule 18 to determine alignment with the City’s Master Project Schedule, including format & 19 WBS structure. Following the City’s review, feedback is provided to the Contractor 20 for their use in finalizing their initial schedule and issuing (within five workdays) their 21 Baseline Schedule for final review and acceptance by the City. 22 23 3. Progress Schedule 24 The Contractor will update and issue their project schedule (Progress Schedule) by the 25 last day of each month throughout the life of their work on the project. The Progress 26 Schedule is submitted in electronic form as noted above, in the City’s document 27 management system in the location dedicated for this purpose. 28 29 The City’s Project Control team reviews each Progress Schedule for data and 30 information that support the assessment of the update to the schedule. In the event 31 data or information is missing or incomplete, the Project Controls Specialist 32 communicates directly with the Contractor’s scheduler for providing same. The 33 Contractor re-submits the corrected Progress Schedule within 5 workdays, following 34 the submittal process noted above. The City’s Project Manager and Project Control 35 Specialist review the Contractor’s progress schedule for acceptance and to monitor 36 performance and progress. 37 38 The following list of items are required to ensure proper status information is 39 contained in the Progress Schedule. 40 • Baseline Start date 41 • Baseline Finish Date 42 • % Complete 43 • Float 44 • Activity Logic (dependencies) 45 • Critical Path 46 • Activities added or deleted 47 • Expected Baseline Finish date 48 • Variance to the Baseline Finish Date 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 1 B. Monthly Construction Status Report 01 32 16 - 9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 2 The Contractor submits a written status report (referred to as a progress narrative) at the 3 monthly progress meeting (if monthly meetings are held) or at the end of each month to 4 accompany the Progress Schedule submittal, using the standard format provided in 5 Specification 01 32 16.3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progress Narrative should be concise and complete 7 to include only changes, delays, and anticipated problems. 8 9 C. Submittal Process 10 • Schedules and Monthly Construction Status Reports are submitted in in the City’s 11 document management system in the location dedicated for this purpose. 12 • Once the project has been completed and Final Acceptance has been issued by the 13 City, no further progress schedules or construction status reports are required from 14 the Contractor. 15 1. 16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.8 QUALITY ASSURANCE 20 A. The person preparing and revising the construction Progress Schedule shall be 21 experienced in the preparation of schedules of similar complexity. 22 B. Schedule and supporting documents addressed in this Specification shall be prepared, 23 updated and revised to accurately reflect the performance of the construction. 24 C. Contractor is responsible for the quality of all submittals in this section meeting the 25 standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SITE] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec 01 32 16.1 Construction Project Schedule Baseline Example 31 Spec 01 32 16.2 Construction Project Schedule Progress Example 32 Spec 01 32 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 16 - 10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 1 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION [NOT USED] 4 END OF SECTION 5 Revision Log DATE NAME SUMMARY OF CHANGE 8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule specifications. 10/06/2023 Michael Owen Added “Juneteenth” to list of City Holidays under 1.3 G. “Schedule Calendar” 6 01 32 33 - 1 PRECONSTRUCTION VIDEO Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 33 00 - 1 SUBMITTALS Page 1 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 33 00 SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 33 00 - 2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) “By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 33 00 - 3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City’s Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City’s Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 33 00 - 4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City’s Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 33 00 - 5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 33 00 - 6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor’s risk if not marked b. Submittals for each item will be reviewed no more than twice at the City’s expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative’s then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City’s discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 33 00 - 7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with “RFI” followed by series number, “-xxx”, beginning with “01” and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 33 00 - 8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days 01 35 13 - 1 SPECIAL PROJECT PROCEDURES Page 1 of 8 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 11, 2022 SECTION 01 35 13 1 SPECIAL PROJECT PROCEDURES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedures for special project circumstances that includes, but is not limited to: 6 a. Coordination with the Texas Department of Transportation 7 b. Work near High Voltage Lines 8 c. Confined Space Entry Program 9 d. Use of Explosives, Drop Weight, Etc. 10 e. Water Department Notification 11 f. Public Notification Prior to Beginning Construction 12 g. Coordination with United States Army Corps of Engineers 13 h. Coordination within Railroad permits areas 14 i. Dust Control 15 j. Employee Parking 16 B. Deviations from this City of Fort Worth Standard Specification 17 1. None. 18 C. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 20 2. Division 1 – General Requirements 21 3. Section 33 12 25 – Connection to Existing Water Mains 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Coordination within Railroad permit areas 25 a. Measurement 26 1) Measurement for this Item will be by lump sum. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 will be paid for at the lump sum price bid for Railroad Coordination. 30 c. The price bid shall include: 31 1) Mobilization 32 2) Inspection 33 3) Safety training 34 4) Additional Insurance 35 5) Insurance Certificates 36 6) Other requirements associated with general coordination with Railroad, 37 including additional employees required to protect the right-of-way and 38 property of the Railroad from damage arising out of and/or from the 39 construction of the Project. 40 2. Railroad Flagmen 41 a. Measurement 42 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 11, 2022 1) Measurement for this Item will be per working day. 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 will be paid for each working day that Railroad Flagmen are present at the 4 Site. 5 c. The price bid shall include: 6 1) Coordination for scheduling flagmen 7 2) Flagmen 8 3) Other requirements associated with Railroad 9 3. All other items 10 a. Work associated with these Items is considered subsidiary to the various Items 11 bid. No separate payment will be allowed for this Item. 12 1.3 REFERENCES 13 A. Reference Standards 14 1. Reference standards cited in this Specification refer to the current reference 15 standard published at the time of the latest revision date logged at the end of this 16 Specification, unless a date is specifically cited. 17 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 18 High Voltage Overhead Lines. 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination with the Texas Department of Transportation 21 1. When work in the right-of-way which is under the jurisdiction of the Texas 22 Department of Transportation (TxDOT): 23 a. Notify the Texas Department of Transportation prior to commencing any work 24 therein in accordance with the provisions of the permit 25 b. All work performed in the TxDOT right-of-way shall be performed in 26 compliance with and subject to approval from the Texas Department of 27 Transportation 28 B. Work near High Voltage Lines 29 1. Regulatory Requirements 30 a. All Work near High Voltage Lines (more than 600 volts measured between 31 conductors or between a conductor and the ground) shall be in accordance with 32 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 33 2. Warning sign 34 a. Provide sign of sufficient size meeting all OSHA requirements. 35 3. Equipment operating within 10 feet of high voltage lines will require the following 36 safety features 37 a. Insulating cage-type of guard about the boom or arm 38 b. Insulator links on the lift hook connections for back hoes or dippers 39 c. Equipment must meet the safety requirements as set forth by OSHA and the 40 safety requirements of the owner of the high voltage lines 41 4. Work within 6 feet of high voltage electric lines 42 a. Notification shall be given to: 43 1) The power company (example: ONCOR) 44 a) Maintain an accurate log of all such calls to power company and record 45 action taken in each case. 46 01 35 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 8 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 11, 2022 b. Coordination with power company 1 1) After notification coordinate with the power company to: 2 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 3 lower the lines 4 c. No personnel may work within 6 feet of a high voltage line before the above 5 requirements have been met. 6 C. Confined Space Entry Program 7 1. Provide and follow approved Confined Space Entry Program in accordance with 8 OSHA requirements. 9 2. Confined Spaces include: 10 a. Manholes 11 b. All other confined spaces in accordance with OSHA’s Permit Required for 12 Confined Spaces 13 D. TCEQ Air Permit 14 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 15 E. Use of Explosives, Drop Weight, Etc. 16 1. When Contract Documents permit on the project the following will apply: 17 a. Public Notification 18 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 19 prior to commencing. 20 2) Minimum 24-hour public notification in accordance with Section 01 31 13 21 F. Water Department Coordination 22 1. During the construction of this project, it will be necessary to deactivate, for a 23 period of time, existing lines. The Contractor shall be required to coordinate with 24 the Water Department to determine the best times for deactivating and activating 25 those lines. 26 2. Coordinate any event that will require connecting to or the operation of an existing 27 City water line system with the City’s representative. 28 a. Coordination shall be in accordance with Section 33 12 25. 29 b. If needed, obtain a hydrant water meter from the Water Department for use 30 during the life of named project. 31 c. In the event that a water valve on an existing live system be turned off and on 32 to accommodate the construction of the project is required, coordinate this 33 activity through the appropriate City representative. 34 1) Do not operate water line valves of existing water system. 35 a) Failure to comply will render the Contractor in violation of Texas Penal 36 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 37 will be prosecuted to the full extent of the law. 38 b) In addition, the Contractor will assume all liabilities and 39 responsibilities as a result of these actions. 40 G. Public Notification Prior to Beginning Construction 41 1. Prior to beginning construction on any block in the project, on a block by block 42 basis, prepare and deliver a notice or flyer of the pending construction to the front 43 door of each residence or business that will be impacted by construction. The notice 44 shall be prepared as follows: 45 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 11, 2022 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to 1 beginning any construction activity on each block in the project area. 2 1) Prepare flyer on the Contractor’s letterhead and include the following 3 information: 4 a) Name of Project 5 b) City Project No (CPN) 6 c) Scope of Project (i.e. type of construction activity) 7 d) Actual construction duration within the block 8 e) Name of the contractor’s foreman and phone number 9 f) Name of the City’s inspector and phone number 10 g) City’s after-hours phone number 11 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 12 A. 13 3) City of Fort Worth Door Hangers will be provided to the Contractor for 14 distribution with their notice. 15 4) Submit schedule showing the construction start and finish time for each 16 block of the project to the inspector. 17 5) Deliver flyer to the City Inspector for review prior to distribution. 18 b. No construction will be allowed to begin on any block until the flyer and door 19 hangers are delivered to all residents of the block. 20 H. Public Notification of Temporary Water Service Interruption during Construction 21 1. In the event it becomes necessary to temporarily shut down water service to 22 residents or businesses during construction, prepare and deliver a notice or flyer of 23 the pending interruption to the front door of each affected resident. 24 2. Prepared notice as follows: 25 a. The notification or flyer shall be posted 24 hours prior to the temporary 26 interruption. 27 b. Prepare flyer on the contractor’s letterhead and include the following 28 information: 29 1) Name of the project 30 2) City Project Number 31 3) Date of the interruption of service 32 4) Period the interruption will take place 33 5) Name of the contractor’s foreman and phone number 34 6) Name of the City’s inspector and phone number 35 c. A sample of the temporary water service interruption notification is attached as 36 Exhibit B. 37 d. Deliver a copy of the temporary interruption notification to the City inspector 38 for review prior to being distributed. 39 e. No interruption of water service can occur until the flyer has been delivered to 40 all affected residents and businesses. 41 f. Electronic versions of the sample flyers can be obtained from the Project 42 Construction Inspector. 43 I. Coordination with United States Army Corps of Engineers (USACE) 44 1. At locations in the Project where construction activities occur in areas where 45 USACE permits are required, meet all requirements set forth in each designated 46 permit. 47 J. Coordination within Railroad Permit Areas 48 01 35 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of 8 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 11, 2022 1. At locations in the project where construction activities occur in areas where 1 railroad permits are required, meet all requirements set forth in each designated 2 railroad permit. This includes, but is not limited to, provisions for: 3 a. Flagmen 4 b. Inspectors 5 c. Safety training 6 d. Additional insurance 7 e. Insurance certificates 8 f. Other employees required to protect the right-of-way and property of the 9 Railroad Company from damage arising out of and/or from the construction of 10 the project. Proper utility clearance procedures shall be used in accordance 11 with the permit guidelines. 12 2. Obtain any supplemental information needed to comply with the railroad’s 13 requirements. 14 3. Railroad Flagmen 15 a. Submit receipts to City for verification of working days that railroad flagmen 16 were present on Site. 17 K. Dust Control 18 1. Use acceptable measures to control dust at the Site. 19 a. If water is used to control dust, capture and properly dispose of waste water. 20 b. If wet saw cutting is performed, capture and properly dispose of slurry. 21 L. Employee Parking 22 1. Provide parking for employees at locations approved by the City. 23 1.5 SUBMITTALS [NOT USED] 24 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 25 1.7 CLOSEOUT SUBMITTALS [NOT USED] 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE [NOT USED] 28 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS [NOT USED] 32 PART 3 - EXECUTION [NOT USED] 33 END OF SECTION 34 35 Revision Log 01 35 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 8 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 11, 2022 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.B – Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E – Added Contractor responsibility for obtaining a TCEQ Air Permit 3/11/2022 M Owen Remove references to Air Pollution watch Days and NCTCOG Clean construction Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. 1 01 35 13 - 7 SPECIAL PROJECT PROCEDURES Page 7 of 8 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 11, 2022 EXHIBIT A 1 (To be printed on Contractor’s Letterhead) 2 3 4 5 Date: 6 7 CPN No.: 8 Project Name: 9 Mapsco Location: 10 Limits of Construction: 11 12 13 14 15 16 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18 PROPERTY. 19 20 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21 OF THIS NOTICE. 22 23 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24 ISSUE, PLEASE CALL: 25 26 27 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28 29 OR 30 31 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32 33 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34 35 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36 37 01 35 13 - 8 SPECIAL PROJECT PROCEDURES Page 8 of 8 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised March 11, 2022 EXHIBIT B 1 2 3 4 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City’s document management system, or another external FTP site approved by the City. 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City’s Project Representative 4. Provide City’s Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City’s document management system. 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City’s Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City’s established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORT H ST ANDARD CONSTRUCT ION SPECIFICAT ION DOCUMENTS Revised March 22, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 55 26 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 01 55 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 – General Requirements 15 3. Section 34 71 13 – Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 30 traffic. 31 b. When traffic control plans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 71 13. 33 c. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit to City for 35 review. 36 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORT H ST ANDARD CONSTRUCT ION SPECIFICAT ION DOCUMENTS Revised March 22, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) A traffic control “Typical” published by City of Fort Worth, the Texas 2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) can be used as an alternative to preparing 4 project/site specific traffic control plan if the typical is applicable to the 5 specific project/site. 6 B. Street Use Permit 7 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 8 a. To obtain Street Use Permit, submit Traffic Control Plans to City 9 Transportation and Public Works Department. 10 1) Allow a minimum of 5 working days for permit review. 11 2) It is the Contractor’s responsibility to coordinate review of Traffic Control 12 plans for Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 1. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 1) Revise Traffic Control plans in accordance with Section 34 71 13. 18 2) Allow minimum 5 working days for review of revised Traffic Control. 19 3) It is the Contractor’s responsibility to coordinate review of Traffic Control 20 plans for Street Use Permit, such that construction is not delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign must be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Division to 24 remove the sign. 25 E. Temporary Signage 26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 2. Install temporary sign before the removal of permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City’s website. 35 1.5 SUBMITTALS [NOT USED] 36 A. Submit all required documentation to City’s Project Representative. CITY OF FORT WORT H ST ANDARD CONSTRUCT ION SPECIFICAT ION DOCUMENTS Revised March 22, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Owen 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 1.4 A. 1. c. Added language to allow for use of published traffic control “Typicals” if applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit 12 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 57 13 - 1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 31 25 00 – Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 B. Modified SWPPP 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 58 13 - 1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City’s Standard Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of ¾-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City’s website at: https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City’s Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City’s Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City’s Standard Product List. D. Although a specific product is included on City’s Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer’s standard product. E. See Section 01 33 00 for submittal requirements of Product Data included on City’s Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City’s Standard Product List 3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City’s website. 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-329 and M-295 City Project No. 102152 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-329 and M-295 City Project No. 102152 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer’s recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer’s recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City’s Project Representative. 5. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City’s Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers’ unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City’s Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City’s Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-329 and M-295 City Project No. 102152 01 66 00 - 3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-329 and M-295 City Project No. 102152 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised November 22, 2016 SECTION 01 70 00 1 MOBILIZATION AND REMOBILIZATION 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Mobilization and Demobilization 6 a. Mobilization 7 1) Transportation of Contractor’s personnel, equipment, and operating supplies 8 to the Site 9 2) Establishment of necessary general facilities for the Contractor’s operation 10 at the Site 11 3) Premiums paid for performance and payment bonds 12 4) Transportation of Contractor’s personnel, equipment, and operating supplies 13 to another location within the designated Site 14 5) Relocation of necessary general facilities for the Contractor’s operation 15 from 1 location to another location on the Site. 16 b. Demobilization 17 1) Transportation of Contractor’s personnel, equipment, and operating supplies 18 away from the Site including disassembly 19 2) Site Clean-up 20 3) Removal of all buildings and/or other facilities assembled at the Site for this 21 Contract 22 c. Mobilization and Demobilization do not include activities for specific items of 23 work that are for which payment is provided elsewhere in the contract. 24 2. Remobilization 25 a. Remobilization for Suspension of Work specifically required in the Contract 26 Documents or as required by City includes: 27 1) Demobilization 28 a) Transportation of Contractor’s personnel, equipment, and operating 29 supplies from the Site including disassembly or temporarily securing 30 equipment, supplies, and other facilities as designated by the Contract 31 Documents necessary to suspend the Work. 32 b) Site Clean-up as designated in the Contract Documents 33 2) Remobilization 34 a) Transportation of Contractor’s personnel, equipment, and operating 35 supplies to the Site necessary to resume the Work. 36 b) Establishment of necessary general facilities for the Contractor’s 37 operation at the Site necessary to resume the Work. 38 3) No Payments will be made for: 39 a) Mobilization and Demobilization from one location to another on the 40 Site in the normal progress of performing the Work. 41 b) Stand-by or idle time 42 c) Lost profits 43 3. Mobilizations and Demobilization for Miscellaneous Projects 44 a. Mobilization and Demobilization 45 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised November 22, 2016 1) Mobilization shall consist of the activities and cost on a Work Order basis 1 necessary for: 2 a) Transportation of Contractor’s personnel, equipment, and operating 3 supplies to the Site for the issued Work Order. 4 b) Establishment of necessary general facilities for the Contractor’s 5 operation at the Site for the issued Work Order 6 2) Demobilization shall consist of the activities and cost necessary for: 7 a) Transportation of Contractor’s personnel, equipment, and operating 8 supplies from the Site including disassembly for each issued Work 9 Order 10 b) Site Clean-up for each issued Work Order 11 c) Removal of all buildings or other facilities assembled at the Site for 12 each Work Oder 13 b. Mobilization and Demobilization do not include activities for specific items of 14 work for which payment is provided elsewhere in the contract. 15 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 16 a. A Mobilization for Miscellaneous Projects when directed by the City and the 17 mobilization occurs within 24 hours of the issuance of the Work Order. 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 – General Requirements 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment [Consult City Department/Division for direction on if 25 Mobilization pay item to be included or the item should be subsidiary. Include the 26 appropriate Section 1.2 A. 1.] 27 1. Mobilization and Demobilization [If subsidiary] 28 a. Measure 29 1) This Item is considered subsidiary to the various Items bid. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 are subsidiary to the various Items bid and no other compensation will be 33 allowed. 34 [OR] 35 1. Mobilization and Demobilization [If bid item included for Mobilization – 36 Consultant to provide a maximum % of adjusted contract amount based on the 37 anticipated mobilization costs to limit the amount bid for this item] 38 a. Measure 39 1) This Item will be measured by the lump sum or each as the work 40 progresses. Mobilization is calculated on the base bid only and will not be 41 paid for separately on any additive alternate items added to the Contract. 42 2) Demobilization shall be considered subsidiary to the various bid items. 43 b. Payment 44 1) For this Item, the adjusted Contract amount will be calculated as the total 45 Contract amount less the lump sum for mobilization. Mobilization shall be 46 made in partial payments as follows: 47 01 70 00 - 3 MOBILIZATION AND REMOBILIZATION Page 3 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised November 22, 2016 a) When 1% of the adjusted Contract amount for construction Items is 1 earned, 50% of the mobilization lump sum bid or [Insert ½ the maximum 2 allowed] % of the total Contract amount, whichever is less, will be paid. 3 b) When 5% of the adjusted Contract amount for construction Items is 4 earned, 75% of the mobilization lump sum bid or [Insert the maximum 5 allowed]% of the total Contract amount, whichever is less, will be paid. 6 Previous payments under the Item will be deducted from this amount. 7 c) When 10% of the adjusted Contract amount for construction Items is 8 earned, 100% of the mobilization lump sum bid or [Insert the maximum 9 allowed]% of the total Contract amount, whichever is less, will be paid. 10 Previous payments under the Item will be deducted from this amount. 11 d) A bid containing a total for “Mobilization” in excess of [Insert 12 maximum allowed] % of total contract shall be considered unbalanced 13 and a cause for consideration of rejection. 14 e) The Lump Sum bid for “Mobilization – Paving/Drainage” shall NOT 15 include any cost or sum for mobilization items associated with 16 water/sewer items. Those costs shall be included in the various 17 water/sewer bid Items. Otherwise the bid Items shall be considered 18 unbalanced and a cause for consideration of rejection. 19 f) The Lump Sum bid for “Mobilization – Paving” shall NOT include 20 any cost or sum for mobilization items associated with drainage items. 21 Those costs shall be included in the “Mobilization – Drainage” Lump 22 Sum bid Item. Otherwise the bid Items shall be considered unbalanced 23 and a cause for consideration of rejection. 24 g) The Lump Sum bid for “Mobilization – Drainage” shall NOT 25 include any cost or sum for mobilization items associated with paving 26 items. Those costs shall be included in the “Mobilization – Paving” 27 Lump Sum bid Item. Otherwise the bid Items shall be considered 28 unbalanced and a cause for consideration of rejection. 29 2) The work performed and materials furnished for demobilization in 30 accordance with this Item are subsidiary to the various Items bid and no other 31 compensation will be allowed. 32 [OR] 33 1. Mobilization and Demobilization [If multiple “Mobilization” bid items are used 34 due to different funding (ex. Water and Sewer and Paving and/or Drainage) – 35 Provide detail of each bid item - Consultant to provide detail for each bid item 36 (typically Water/Sewer will be subsidiary and Paving/Drainage will be LS, with 37 possibly separate bid items for Paving and Drainage due to funding).] 38 a. Measure 39 1) This item for Water/Sewer improvements is considered subsidiary to the 40 various Items bid. 41 2) “Mobilization – Paving,” “Mobilization – Drainage,” and/or “Mobilization 42 – Paving/Drainage” will be measured by the lump sum or each as the work 43 progresses. Mobilization is calculated on the base bid only and will not be 44 paid for separately on any additive alternate items added to the Contract. 45 3) Demobilization shall be considered subsidiary to the various bid items. 46 b. Payment 47 1) The work performed and materials furnished in accordance with this Item 48 for Water/Sewer improvements are subsidiary to the various Items bid and no 49 other compensation will be allowed. 50 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised November 22, 2016 2) “Mobilization – Paving,” “Mobilization – Drainage,” and/or “Mobilization 1 – Paving/Drainage”, the adjusted Contract amount will be calculated as the 2 total Contract amount for paving, drainage or paving/drainage improvements 3 less the lump sum for mobilization. Mobilization shall be made in partial 4 payments as follows: 5 a) When 1% of the adjusted Contract amount for construction Items is 6 earned, 50% of the mobilization lump sum bid or [Insert ½ the maximum 7 allowed] % of the total paving, drainage, or paving/drainage Contract 8 amount, whichever is less, will be paid. 9 b) When 5% of the adjusted Contract amount for construction Items is 10 earned, 75% of the mobilization lump sum bid or [Insert the maximum 11 allowed]% of the total paving, drainage, or paving/drainage Contract 12 amount, whichever is less, will be paid. Previous payments under the Item 13 will be deducted from this amount. 14 c) When 10% of the adjusted Contract amount for construction Items is 15 earned, 100% of the mobilization lump sum bid or [Insert the maximum 16 allowed]% of the total paving, drainage, or paving/drainage Contract 17 amount, whichever is less, will be paid. Previous payments under the Item 18 will be deducted from this amount. 19 d) A bid containing a total for “Mobilization” in excess of [Insert 20 maximum allowed] % of total paving, drainage or paving/drainage 21 contract shall be considered unbalanced and a cause for consideration 22 of rejection. 23 3) The work performed and materials furnished for demobilization in 24 accordance with this Item are subsidiary to the various Items bid and no other 25 compensation will be allowed. 26 2. Remobilization for suspension of Work as specifically required in the Contract 27 Documents 28 a. Measurement 29 1) Measurement for this Item shall be per each remobilization performed. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 and measured as provided under “Measurement” will be paid for at the unit 33 price per each “Specified Remobilization” in accordance with Contract 34 Documents. 35 c. The price shall include: 36 1) Demobilization as described in Section 1.1.A.2.a.1) 37 2) Remobilization as described in Section 1.1.A.2.a.2) 38 d. No payments will be made for standby, idle time, or lost profits associated this 39 Item. 40 3. Remobilization for suspension of Work as required by City 41 a. Measurement and Payment 42 1) This shall be submitted as a Contract Claim in accordance with Article 10 43 of Section 00 72 00. 44 2) No payments will be made for standby, idle time, or lost profits associated 45 with this Item. 46 4. Mobilizations and Demobilizations for Miscellaneous Projects 47 a. Measurement 48 01 70 00 - 5 MOBILIZATION AND REMOBILIZATION Page 5 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised November 22, 2016 1) Measurement for this Item shall be for each Mobilization and 1 Demobilization required by the Contract Documents 2 b. Payment 3 1) The Work performed and materials furnished in accordance with this Item 4 and measured as provided under “Measurement” will be paid for at the unit 5 price per each “Work Order Mobilization” in accordance with Contract 6 Documents. Demobilization shall be considered subsidiary to mobilization 7 and shall not be paid for separately. 8 c. The price shall include: 9 1) Mobilization as described in Section 1.1.A.3.a.1) 10 2) Demobilization as described in Section 1.1.A.3.a.2) 11 d. No payments will be made for standby, idle time, or lost profits associated this 12 Item. 13 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 14 a. Measurement 15 1) Measurement for this Item shall be for each Mobilization and 16 Demobilization required by the Contract Documents 17 b. Payment 18 1) The Work performed and materials furnished in accordance with this Item 19 and measured as provided under “Measurement” will be paid for at the unit 20 price per each “Work Order Emergency Mobilization” in accordance with 21 Contract Documents. Demobilization shall be considered subsidiary to 22 mobilization and shall not be paid for separately. 23 c. The price shall include 24 1) Mobilization as described in Section 1.1.A.4.a) 25 2) Demobilization as described in Section 1.1.A.3.a.2) 26 d. No payments will be made for standby, idle time, or lost profits associated this 27 Item. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS [NOT USED] 31 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] 38 01 70 00 - 6 MOBILIZATION AND REMOBILIZATION Page 6 of 6 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised November 22, 2016 PART 2 - PRODUCTS [NOT USED] 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 4 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. 5 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 1 of 22 Section 01 71 23.01 - Attachment A Survey Staking Standards February 2017 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 2 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 3 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard, Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS RED POTABLE WATER BLUE GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER GREEN IRRIGATION AND RECLAIMED WATER PURPLE III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2” or greater diameter) 18” long Survey Marking Paint Water-based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 4 of 22 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for ‘Zoning Maps’. Under ‘Layers’ , expand ‘Basemap Layers’, and check on ‘Benchmarks’. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced-main water lines, and rough-grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anything that needs vertical grading with a tolerance of 0.25’ or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, ‘X’ in concrete, or any other appropriate item with a stable base and of a semi-permanent nature. A rebar cap is optional, but preferred if the cap is marked ‘control point’ or similar wording. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. – If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=0 C. Geoid model used, Example: GEOID12A O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 5 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City’s preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_Conformal_Conic False_Easting: 1968500.00000000 False_Northing: 6561666.66666667 Central_Meridian: -98.50000000 Standard_Parallel_1: 32.13333333 Standard_Parallel_2: 33.96666667 Latitude_Of_Origin: 31.66666667 Linear Unit: Foot_US Geographic Coordinate System: GCS_North_American_1983 Datum: D_North_American_1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format .txt .csv .dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234_As-built of Water on Main Street_Grid NAD83 TXSP 4202.csv O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 6 of 22 File 2: C1234_As-built of Water on Main Street_Project Specific Datum.csv Example Control Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 7 of 22 V. Water Staking Standards O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 8 of 22 A. Centerline Staking – Straight Line Tangents I. Offset lath/stakes every 200’ on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12” diameter pipes or smaller IV. Grade to flow line (F/L) for 16” and larger diameter pipes V. Grade should be 3.50’ below the proposed top of curb line for 10” and smaller diameter pipes VI. Grade should be 4.00’ below the proposed top of curb line for 12” and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100’, POC (Point of Curvature) offset stakes should be set at a 25’ interval II. Same grading guidelines as above III. Staking of radius points of greater than 100’ may be omitted C. Water Meter Boxes I. 7.0’ perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0’ behind the proposed face of curb III. Meter should be staked a minimum of 4.5’ away from the edge of a driveway IV. Grade is to top of box and should be +0.06’ higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0’ behind proposed face of curb II. Survey offset stake should be 7.0’ from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 9 of 22 VI. Sanitary Sewer Staking O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 10 of 22 A. Centerline Staking – Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400’ or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking – Curves I. If arc length is greater than 100’, POC (Point of Curvature) offset stakes should be set at a 25’ interval II. Staking of radius points of greater than 100’ may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 11 of 22 Example Sanitary Sewer Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 12 of 22 VII. Storm Sewer & Inlet Staking A. Centerline Staking – Straight Line Tangents I. 1 offset stake every 200’ on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking – Curves I. If arc length is greater than 100’, POC (Point of Curvature) offset stakes should be set at a 25’ interval II. Staking of radius points of greater than 100’ may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10’ Inlet = 16.00’ total length III. Recessed 10’ Inlet = 20.00’ total length IV. Standard double 10’ inlet = 26.67’ total length V. Recessed double 10’ inlet = 30.67’ total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 13 of 22 Example Storm Inlet Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 14 of 22 VIII. Curb and Gutter Staking A. Centerline Staking – Straight Line Tangents V. 1 offset stake every 50’ on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking – Curves III. If arc length is greater than 100’, POC (Point of Curvature) offset stakes should be set at a 25’ interval IV. Staking of radius points of greater than 100’ may be omitted O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 15 of 22 Example Curb & Gutter Stakes Example Curb & Gutter Stakes at Intersection O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 16 of 22 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 17 of 22 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet Date: TOTAL City Project Number: Project Name: Staking Method: GPS STATION OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET DESCRIPTION PROP. STAKED - CUT + FILL -LT/+RT GRADE ELEV. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 18 of 22 X. As-built Survey A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City’s GIS data and must be in the proper format when submitted. See section IV. As-built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub-outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 19 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write “NOT FOUND” to notify the City. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 20 of 22 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 21 of 22 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 22 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 -Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div O:\Specs 01\01 71 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 24 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 C. Other preferred as-built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 26 of 26 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for “Construction Staking”. 2) Payment for “Construction Staking” shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of “cut sheets” using the City’s standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As-Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for “As-Built Survey”. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for “Construction Staking” shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as-built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As-built Survey –The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking – The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey “Field Checks” – Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City’s Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor’s selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit “Cut-Sheets” conforming to the standard template provided by the City (refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As-built Redline Drawing Submittal 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 2. Contractor shall submit the proposed as-built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as-built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City’s Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor’s responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re-stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re-stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notes used to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As-Built Survey 1. Required As-Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as- built surveying. b. It is the Contractor’s responsibility to coordinate the as-built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12” and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as-built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub-outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non-gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater – Not Applicable CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater – Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: 1. The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer’s specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established from a pre-established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client’s plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 Revision Log 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor’s work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey “Field Check” of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3rd party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 8/31/2017 M. Owen Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. 2/14/2018 M Owen Removed “blue text”; revised measurement and payment sections for Construction Staking and As-Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as-built survey “during” and “after” construction; and revised acceptable digital survey file format 01 74 23 - 1 CLEANING Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 74 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 74 23 - 2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 74 23 - 3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on-site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight-exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORT H ST ANDARD CONSTRUCT ION SPECIFICAT ION DOCUMENTS Revised March 22, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 77 19 - 1 CLOSEOUT REQUIREMENT S Page 1 of 3 1 SECTION 01 77 19 2 CLOSEOUT REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 – General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City’s Project Representative. 27 28 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 29 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 PART 2 - PRODUCTS [NOT USED] 32 CITY OF FORT WORT H ST ANDARD CONSTRUCT ION SPECIFICAT ION DOCUMENTS Revised March 22, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 1 PART 3 - EXECUTION 01 77 19 - 2 CLOSEOUT REQUIREMENT S Page 2 of 3 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 CLOSEOUT PROCEDURE 6 A. Prior to requesting Final Inspection, submit: 7 1. Project Record Documents in accordance with Section 01 78 39 8 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 9 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 10 01 74 23. 11 C. Final Inspection 12 1. After final cleaning, provide notice to the City Project Representative that the Work 13 is completed. 14 a. The City will make an initial Final Inspection with the Contractor present. 15 b. Upon completion of this inspection, the City will notify the Contractor, in 16 writing within 10 business days, of any particulars in which this inspection 17 reveals that the Work is defective or incomplete. 18 2. Upon receiving written notice from the City, immediately undertake the Work 19 required to remedy deficiencies and complete the Work to the satisfaction of the 20 City. 21 3. The Right-of-way shall be cleared of all construction materials, barricades, and 22 temporary signage. 23 4. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City that the required Work has been completed. Upon receipt of 25 this notice, the City, in the presence of the Contractor, will make a subsequent Final 26 Inspection of the project. 27 5. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 1. Once the City Project Representative finds the Work subsequent to Final Inspection 40 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 41 E. Supporting Documentation CITY OF FORT WORT H ST ANDARD CONSTRUCT ION SPECIFICAT ION DOCUMENTS Revised March 22, 2021 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 77 19 - 3 CLOSEOUT REQUIREMENT S Page 3 of 3 1 1. Coordinate with the City Project Representative to complete the following 2 additional forms: 3 a. Final Payment Request 4 b. Statement of Contract Time 5 c. Affidavit of Payment and Release of Liens 6 d. Consent of Surety to Final Payment 7 e. Pipe Report (if required) 8 f. Contractor’s Evaluation of City 9 g. Performance Evaluation of Contractor 10 F. Letter of Final Acceptance 11 1. Upon review and acceptance of Notice of Project Completion and Supporting 12 Documentation, in accordance with General Conditions, City will issue Letter of 13 Final Acceptance and release the Final Payment Request for payment. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to “Clearing ROW” 26 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page 1 of 5 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 ½ inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer’s printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 – title of section removed 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City’s Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanitary Sewer Interceptor Improvements M-295 and M-329 City Project No. 102152 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised July 1, 2011 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-329 and M-295 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised July 1, 2011 GC-4.01 Availability of Lands PARCEL 2PE/2CE PARCEL 3PE/3CE �� � � �� � � � * ���������� �� � ������ �:�� ��I �� �I � ���: �� 1.�� �� �r�i���: �1�EIV � El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��..� � �� i � �I� , I� �1��1�� �I� �r-� t � - r��r�m ��1� ���� ���rrn�r� -1����� ��I�1� L�r�� ����r���� — �I���r�� ��� - ��r��r��r� ���I�� �ir�� ���rr�r��� ��_ � �"i r-r�� � �r�i ��v ��. �-����, �-����, �-�I ��� ����-������ �Y��� �� ���� � � � �I �`� � F T��I��l � E �� E � � �I � ��I � E� I � !� � � F 1�1��� l--[�r�n� ����i� �� I,�, ��r����r� ����r I �n �r���r����� �li��� F� ���� ��� �I E�l �� �� ��E �F����I�fi� T��� ��1��� �L��TF��� ��1�11�E1�� ���I���I� L� * � � . i �� � ��I����� f������ I���iE�t � ��r���r��� I��r�����t�rr�f��r��� t� �� ���r���� f����� ir� ��� i�! � � �� �t��� �f ��I� ��I� ������ ���L�F�� ���.�� �r�� ����� ��� ��� � I ' � � ' ` � � � ���I� �������r����n �� �� �r� I��r-�� ��� � �I�� . � � ��� �� �`�r� 1��r-ti� � fi���� I�[�r� i�i �� ��r ���ti�r� � � + � � � � � � � � r� �ft� � r��� �r� � �� � � � r� r� t� � � � � � � ��r���� � ��E� � � � �� r� �� �� ��� � �� ��� r����� � � � � ���� �i ���� ��r�� ��� I �r� � ��� �� �� � � � r��� ���� ���r���� � r��r�������i�� � .���� ��r� ����r�-� r� ' � � � � � r� #�� �� �� f�r �f�� � r ��� � � � � ������t�����r� ����r-r�����tir� �� I���� ��ir�� ��j� � . . �� �� �� � �� � ������������ ����� i��� �� ��� � � � t�ir� _�« ���� ��" ��� ��� ����� I��� ��r��r���t�� r � � � . . � � � � � ��� �� �� �r����� � ����I�� �r-� �� � ����� � r���r� ��r-��� �r�� �I�r� ��� �� �r� �����i��� �r�� �I���r-� . . � � � � �r� ��� ������� E�I���i� ������ E�i� il�i� �� ��� ��I��I�i� ����� ��h��i� �����: � � � � � �TT�� �--I � � � � F� I � I � � �f��r� i� � I�� r� r�t�� �� � �� r-���� i�� ��� � . � � �����-� �� �������� � r������1����� t������r� �����r��ti�� ����rr��r�� ����ri��d �r�� ����r� �n t�i� � � - �� �� ������� ���1��� � ��I�i �i� ����� ��I�il��� ����� ���i I�i� #�H�� ���r� � i � ��� tl� � ��� ��r� �t�� . �� �� �� �i���, �� r�� �� � � r�, r���r�t�r��r���, ��r� r� ��r �� ��a� �r�����'� �����i� . ���1� � � � . , . # . a r�������� f�r u �� ���I I r� �� � r� �� r�� �� �r � t I� � �� r� t� � � � � � �� � � � E� r� � r� � � � I� � r ! � � � ��� ����� �f ��� � � �� r���� �r�� � r� r���� �I���� �� ��I r��i���ir� ���I� �-� � �r�rir� ��r���� i ' � � � � � � �..� �� �r� ��� �� ��� ��r��l ����� �� ���� � ��1�����l��l�� I��I'"�'"���� ��� ��I���I���I�� ��%.��r� ��� ���`l�l� ����I�1��� �I� `� �� �� �� ������ � r� � � ������� ���f� �r�� ���t t� �� � �� �� ��r�� i�i�r� �� ��� � r� r�� r �� �� � � � ��� ��������� �� ���r������ ��r��t������r� t������ �� �r� ���ir,r�i� �l��r . ' * ' � � ��� �� d ��� ���I �� ��-� I ��r����� ����� . . . � C�r��������� �r� ����r��r�� �r� �����i��� ��� li�fi�� �u� r� ' � � . . �, �t , �� [ � r� ���� �� � � � �� � i � r� � ���� �� �� � I��r�t� �r�� � ����r���� r���� � �rt i��r���. ' _ � � ��� �� ��� I�r-��� �r ��I��� ���r� t � � �� ��� i ���� ir� ���r���ti�� �i�� �� ��rE� �� �� �r� rr� � � � � � �� �r� �r�r�t�� � �� �rt � �h� � � � � ���r�r���� i�� �� �� ��� � ���� �� r���r�t�ti�� � # . � � a � � � � � ��r��r������� �-r-���� ��rr� I ��tF� ��i� ��� �� � ���, ����� H��I�� �r�� ����� ���� ��� ���i�r��l �� � � a ��t����l ����� ���� �r�� �r-r ����r . � � �I��r�r��� �� ������r���i �l���i�l�������� �� I� ir� �� t� . . � � � � � ����r� �����r� � �r� �� ����� �I���� � ��n����i�r���� ������,�� ���t��r� �I� f��� ��tl�� ����� �I�� ��� �r�lt r I i � � ��� ����� �1� �� �� �i��ir� t��� �� ���t �� ��� ����r ��� ��� ��I� �� r �i ' . � � r��� ��t���� r� � � � � ��i� ���r����� ������ . ��-�r���� � ��� ���i ��� ���I� T�'�r��r�i��i�� ��I �� - � , �� ���� �t I���� �� ��� r�� ������n� �r�� I����t ����� P� � � �# �� � �� ������ � ��i�r t� ��� ��� �� �� ���r�-� � � � i � . � �� � �r���t �� ���r���r� r� � ���� � �r� �r� � � � � �r�����r�� � �r��t�r ����r��� t�� �i �� t� ������ �- � � _ � � � ����� �rr� ������r �� ��� ���� � � ��u������� � �� � �� r��� � � I� � I I r� ���� i�� �� �i I i� �i�� � � �� � . � � �������t�� �� r��tt� ����r�������F� �� �� � ... � �r�r���r � ����I������ �r�r���� ���II r��� I + , * . . � ��� �������I� ��t��r� �� f������� �I� ����� rl � � � � �� � �r�rr��� ���rfi ��lr� ����� �r��r��� ��r �r� r ��� �E� ����� ��� �� ����� �r���rr��� � �r� r� r � � � ���f�� �� r�N����t�� �� ����r��i�r� �� ��� f���r��`r�� I � � ������ �� �� r���� tf�� ����rn��t t�i�� ���r���� i� �t� ��� � � i r� + � ' �� ��� � � � � ���r� �� �� ��� �� � ���t t� i r����� ��r��� �r�� �� ' � . . � � ���� �r��t�� � ����I�� �r . � ���r�n ti�� �������� � ���r���� �� �� �� i� �i � � � ��t� �r�r��r���r. �f� i� ����r� � r�� i� �� rr��� �, �r� t� � �� � �t� � . � � � � ��� ���� �r��r����� ����I� �� �� � �� � ���� ��� � � � � � E � � � � � � �� � � � � � r� � � � ���� � � � � r� � � � ��� �t �� �� �� �� �� ���r���r � r� � � �r�r���r ���II ��� �� ��� �r��i��� ��r �r� ' � � � � ���t� �� �� r� �t�-� �ti�n � ����r�������i �r� � �r��� �r� � � � r�r�ir���r����� �r r�r����l �� �r�r����'� ����li� ; � �� �1� � ���� r�� � r� it�� d � I ��r � r� ��� � � � � � �� �� � �r�r����, i����i��r� � �����r���r� I� � � � � � ��, ����l��� � � � �� ������ � �r���r��i�F �r-�� ���� � ir��t�r� ����ll�I�i�� ���uit� � a � � � �r� �r���� ����� ��� �� � n ��� �� r� �� � , . . . � � a � � �� �� ir� � �������� ���tl� �-� �rt ���� � �r J � � �� � � � ����r l���r� ��r ��E�� r����� �� ���� � � � � � � ��� I��, ��r��r�� � �r� �r��� �� ����r�� � � �� � ���� �� �r��� ��� �� �r �� �������r��� � � � � . � � � a � � � r� � I � � � t � �t � r � r-r-� � � � � � r� � � � r�� r� t� � � t� �� � ��i��r� � � �r��� �����i���� � r� I� �� . . � � � � � � �� �����r��ul��r���� ���� � t�i�� ��� ����rr�r��t . . . � � �r������� f�r� �r� ���� �r� �� � ���1� ��t � r � r� . � . , � � � �� � � � � I�����t� r���l��� ��-�� t�� ��r� * � � r�� I� �r���������t�r ��� �� � � «���, � �r���a ���r� I� ��� ���� ��-��� ��r��r��t � . � _ � � � � �# ��� �r�tl�� ���r�� �f ��int ��� ��r��u�-�-��� �� �� ���� �� � �I� � * � � � � � �r��t�� ��� �r��r���� r�� ��������t �r�� . � � � �r���� r��� � if �r� �[��Cl �� � �r�i�r��d ���, � � � � �� � � �� ������i � r� � ������� �� �itl� �}�� N��� �� tl� � � ����� �� �����, �i�J���� 1������ r �� i�i r� � � . a a � � � ����rr�r��r���l ��r�n� n �t �� ����� ��f�r���� � ����I��I� �� ti�� ��t��� �r���rT���� ���� T� � � ; � � ���r�����r�� �� t� �� �r� �� I� �r� ����� ��r � � � � �I�� ��r���i� �f �I�� ��i�� �i����� �r�r� r��� ����r� � � ��� t� ������ � r r��� �r� r� I��� ����r���� I , � � � � �� �t���--����� �� �� ��h�r �t���r� �� �r��� . � � � a ���r-���� �� � E �, �� 1�� ���r ���� �r� d �� ���� �� r� � �4 F , . � � �t� ��I � I �� ��� r��� � r��E�� �� . . � �� � � ��� ��� ��r����� �� ��i���r� ����r-� �rd i��r�� i � � ��� ����r����r�t�l �� I�� �r�� r�� � I����n� ����t�� � �r �r�r� � � ���� � �r� ���rr-r�-rr�r���� �u����it �r�� ��i��l � ' � � � � � �rr� �� �����t� �r�� �� I�� f I � r� � �� �r���� ��� �� �i������� �r� ���� � �� I� � � � � � � � ��r����r�����1 �����r�t��� ���- ��� ��r����»� . � �r���r��i�� ��� �����r��r�� �� ��i������ �r� �r u �� r ' i } � � ��� n ����� ��t� ���� ��r� � ��� � ������� �� �r-�r-r���'� u�� �I��r���; ���� �������� �� �'��� t� ��I �i�r�� �f r���r� � �l ' � � � � � ��r���r�-��� ��f� �� I�r�-� �� ���r���� � �l��lr�����j�ri ������ f����� �� ��� ����ir� � r � � � � � ����r� ��� ��� t� � ���� �I��I r �� r�n�� ����I ' � ����� �r-�� ���r� � r� ��� � �r� ��������r-� �� �� �� � � . � � �� ��1�E ��l � �� � � L� �� � � ���� �I�� �`i � � ��� ����� ��� ��� �� ��� u r�t� ��� � ����t��� �fi� ���������� �r�� ���i r�� ��� ��� �� � + . . � � � � ��� ��������� �r�� � �� t�� ���������� . . � �����r-� ������ �r���l ��� ��r�� �I��II �� ���r���� � r � � � � �� � tl� � � r� ���� �� r� t� � u �- ��� � � � ����ir-� ������, ���� �r-�� th�r�� �r� ��i� ��r��� �r��� h I * � � � � � �� r��..�ll �r�� ���� ��� ��� ��� �� �����,�r�� ��� I�i��rt �� ��� �� � � �f 1 � � �� � � � � �� � � � ��i� ���� �r�� ��r�i��� ��i��l �� I � �� ���I � ���� r��, ��� r�� ��� �r� �r� i����� � � ���� r��r� ��r� �� �� � �� � �r�r��� �i ��r�� i�i��. � ���� � � r�� � ��l � F�F����F� �����1� ��� r� � . r� �� ���� rt t� ������r h���ir-� i�� ���������-� �r-� � � � ��r� �� ���� ��� 1 � � � �� r� �� r�� � � � � � �� 1 �� r � f � � � i r� � i���l� ��� �������� �� � � � � ��� �I�r ��� ����� ����ri��� � , , � ���i � �� �� ����E� �' � ����r��r�� �r�� �i �i�� �r�t� ��� � r-����� �t� �� �������� �r� � a � ���� r�� � �ir��� ��� �r��r� , . � a � � � �h��������' ����II . � �N��r� �r� �� �� �I�ir� ��� � � ��I� � r�i �� . �����J��� �� � �r�� ��- �r�� ���t ���r��� � t� � �� � ��i� �� � � � F�I�T��: ����� �# �� � �. ���r��� L� �����r� ��k� �r� � , i r� — �' � �t � �I������: ��T� �F ���T ��I�TI� � �� �, �1 �r� �; � �� � * ��► , � � � �1�� � �� � �� �� _ , , � �� ��� � � ��� � ������'I'�I�: � ��� ��� f ��� � �r ����r �r��t�r ��t r��t � � ����+ ���F��� �E����F�� ��I���►N1� ��� � ����rr��rr# �n� F�i��� �� �l�� �� ������� �� ������ � ���r � � � � ��� ��� ��� �� ������� � � � � � ���� � � ��� � ������ � r � �� � � t� � ��� � � �� ��� � ��� � � �� ��� . * �� �h � � � �� ��r� ��r�� E�r� ��� �� �� t * . � � � �� ��� �� � � �� ����� r���� �� �����r���� t� � � ��r�� ��r� ir��tru���t �r�� ������� � � �� �� �� � � �� �� � ���� � ����� ��� �� � � � � � � f�r t�� �������� ��� ��r����������r� t��r��r� �� r������ �r� �I�� � � � � � ������ t��r�� r� ���t�� � � � � I� ���I������� t� �� � r� � � � �� �� . � I � � � � � � � � � � ��� � � � � � ��� y �� ��F� �� ��I� �� f �� � �■ � � ���� i ��4���f'rr �k# ��i �� �� ti��'� • � F * �"� �� ���•F +■'�� �_ . .� _# � � �� *�� � * � � ! � + ��� .�� ��* � � ��� .*� � f �*��+ �� y� �3 � ���i� �r ����1 `� � � ��� l � �# ������� � �� 1�� � �� �t�� �� � �, ���� � ���� � � � ���� ���J �l �� � F T�F� F��1T �r� tE�i� �� �r��r��l� � ��r�� � � � �� ������ ������� �' ���� �� � � ��� ���li�`i� �����rt�i� ��� �f����� _. � ����1�� II��� �I�� ������i ��� ��tl��ri� r� ' . � �� � th�� �� ��r��r��l� � ��r��� ��r-���� �. �����r� ��t�� ����r�� -I��F����� � � . � � �� � � � ��r� E����r� � �� I ��� ��rrr � r� �.L � I� � � � � r� � � r� �� r� � t� �� tl�� ����� ����� r��r�� i� �� ri . . � ��� ��� �� ��� ��r� ��r� �n�t���r�� �� � � � ��I�� ��� �� �� t� � r�� ���� I�� �������� ��i� ��r-r-r� ��� �f�� �r � � � . � ����� �r�d ��r�����r����r� tl��r��r� �� r����� �� . � � ��� ������t t����rr� ������ �r�� �� �� ���i� ri� � � ��������. 11��� ��1��� �!� F���� ��� �E�L �� F � � � I �� �� � � �� �� � �� � �. �, ��� � . ������������� ���A �, ���� �����'i■■;l�i��� � �; i* � � ������ �� �� i�� ���t� �f �� ��� � � . � � � ��`*�*. � �,**� �� ��� r��r � �� ��r�� ��� � � �� ��� � � ���� ������������ �`�I����� !'I� 1 ��������_ _ _. E������t �r�� F����� �f ��� �� � � �� � �� �� � � �� � � � ��F� � �[� ����� ��� � � ��� �� ���� � ������ � i ���� ��� ������ ��T ��►�l �T�l�� �E'�I��F� �aA��� �I�� � �� � � � ����� � � �� ������ �� ���� �� �� � �� � � ����� � �y��� ��� � � ����� � � ��� � ������� � �� ����� �� �� ��� ������ ������ ������ ���� ������� ������� ��■ � ��� � ������ � ��� ���� ���� ��I �I� � ���� �� I� r�� �i#�a���� ir� �I��� �� ��r �i�� ���I� ���� �����I ���� � � �� �����-� �� � � �� f�l � . �I ��� � T��r�� �t �� � ��, �'���� � �� � ���r�� � ��� �� �� � ���1�� � �. ���—���� ����# �� �� �� � �I����x��� �r� ������ r� ��� �� �f ���� �l��t��� ���i�� ��� �� �� ������1�� ����� ����r�r�� �� � �� ��� ���� ���, �� ��� ���� F������� �� 1��r��r�� ��u� , ����� �.�.T.�.�, ��� ��i� � �r���r� �� � � � �a � � ��I�� �.����� �r� ����� �� ��r�� �����i ��� �r� ar��tr�rr���� �� ����� � I����i� ��r�ri�� ��r� �r� �� � � r���r��� �r� ����r�� ����� ��. ���, �. I�.�� ���r �r�� ���r�� t-����� �rt���f��l ��� �rr��� � ����� � � � � r�� ������ �� ���1���: ��l�l� � �I�� �l � �t � ����i��h ir�� ��� f��r�� �� ��� r��r������ �� r��� �� ��i� �.���-��r��� �r���� , �� ��I �� ����i� �� ������� �� � �r� ���� �� ����r��� ���� ���r� ��� ���� l�rt� �� ���� �.���—���� a � ����, � �������� �� ��1 �.�� ���� t� ��r� ����� �� ����� �� � �; ��rl �� �� ���t�[� �� ��� ��� �� r�a� ���� �� ����r��� ����, ����i r���� �E�� #�� ���t I� �� �� ��i� � � �.���—���� ���ta � ����r��� �� ��.�� ���� �� � ����# ��� ��r��r� �r�'��r �i���l� � �������� � � r� � rr� � r�t ��� r� �� � `��. � . � � � + �'! �'� � r� � � � �� � r�� r� ����� � �r� � � �� � � r� �� �� � � � � ��������� i� i��������� t� ��,��r� �I����� , �� �������� �r����- ������r-rt �,I�. � �� � ������� �� �E�� ��i�� � I � � �f � � ����r�� �f ��r`� r�� ��� r�� , T���� � � �� �.T�. �� �'. � � �� ���r� �����r �� ��� ���� �� r�r-� r����� �� ����r��� ����, � �����r-��� �� ��. � � ����# � TH�hJ�� ����� �� ������� �� r��n ���� �� ����r��� ����t ��r�r �r�� ������ ���� �;�������� � ��-��� ����i�� �� � �i���r-��� �� ���.�� ���� ��� ��� ��� IM�� � ���� T���� �l��kr�� ���I�� ������� �����■ ��� ������ �� �� ���� ��� ������ ���� � � �� ��i���� ����� � ����7 / �l������ �� ��� i �� ���� �� � ����� ��� ������! T!� �[� � � ��rt� �� ������� �� r�ir����� � � ��a�r��� ����� ��r���r��i� ���r ��� ������ ���� � � �*������r� ����t� � �i���r-��� �f �� �. �l � ���� �� � ��r-�t �r� #�� ���t li�� �� ��E�r � ������ � ��r� ���, ���� ����� ���� �r� ��� ������ir���� ��r����l�r�� �� �r� ��� �r�r�� r�� ���� �� � � ���r�i f�� r��� � ��� �I� ��� � � ���� r��� ��� � r�� ��� �t� �� tl�� rr���� r���E��ri r���t����� � ���r��� �� � ����� �� ��r�� �����i���l �� i�������r�� �� ��t� �, F������t�� ��� ������ ����I��� ��—�'r������ �� ��� �r�� E������� ��������� Tr���� �� r�����r��� �r���� ���� r��r-�t ��. �� ���f �����z ���. �.���*�� f ���r� ����� �� �� ���� ��' ��r����� � � � ������� ����� � �j���r�� �� ����� ����; ��E���� �1�r�� �� ������� �� r����#�� �� ����r��� 1�1����� ���� ���� ��� ����� ��� ���r��in���� �������r�� � � � �� ���� �� � ��� �� �� � �� �� �1 1 � ������ � � ���� � �� � E���n��r�t �r�� ���h� ��1�1f�� �I��� tf�� ���� f�r�� ��' ��i� � �f���� �� ��i� �r����� ����� � �����r��� �� ���� � �f �� r 0 �� ������ � TI����� ����� �� ������� �� n��r����� � � ���r��� ���� ��r�� ��r� � r + , � ��� �� � d � � . ���-� ��� ����t, � � ���� r��� �� � � � _ �� ��� �� � �� �� �� � ���n��y � � �`H � �f� � ���I� �� ��� �-��� �� r�� � ���� �� ������� ���t �����r���n ' , � ���� ��� ������ �� � � � � � ��;���� ����� �a��i�,� �t � �i������ �f ���.�� ���� t� � ��r� r�r�� �i�r� �� i ���� ����� � I����i� ��rvi�� ��r�r ��n� �r�r�� �r-�� �� r����� i � ���� ��� ���-��� ��i� �.�� � �r � � � � �� �r� � � #���f �������� �� ���t�� ���� �� ��� ����� �� ���Il'�i1�1�� �r,� �������� �� � � � ��� �� � ��� ���� � � � i � � � � Y ��� �� �� �� i �� � � � ���� � 1 � ���� f � a �������� ��� ����� �� ��� ����� ����� �I��� �����*���� � ���� ���� ������� �� { � � � � ����� +' ���� ����■��� ���� � � ��� �� � � F � � � �. TI��� ����� ��� ��r������� �rE��r��� ��� ��r���� �� � ��r��r�� �i�l� �li� r ' � � � ��r� r� ��r��r-r�. T���� ��� �� ��� ����r��� ����r��r�#� � r���� � �i ���-�f-�� ���� ��f��� ��'r� �� � � � � � � � rt� t � � H � ��� ��# �� � � ���. f��� r��� ���r� ������� ��_ � � �� ��� i�i� rr��� �� ���� ��r�� ���� �� r���t�r ����r� �r���� ��r i� I� �� ����r-t � r� . � � � �� � � ���[� t� �� t� � � � � �r�� �r�� p� ���r��� � r� �� � �� � r��l � r��� � r� � � ��i�� � � . � � � �I�tt��� T. ���1��r�l�i F�������r�� �r���������1 ���� ��r�� �� � ���� � ��� � � ����i � � � � � � � � � �I���—���a���, i�,�+ . ���� ���1�������� ��. � ������� � � � � � ������� ���i } ����� � ��� �� 1���7 ����� � �� �� ���� : ����'Ir'1 '' �C' ��, �� � � F���i��� ��t� : � � r� � � � � � ���� � L ����r��nt �r�� F���l�t ���a� ��-�� �+�� ���***+ � �*i- ������ �#'� � �� � �� �;� ��'� =� t * . . �r ■ � ■fi�t*����if#�*i���*�i■ ��r� ���� r� ��� �� ������ ��■ f� ��E���� �#�M�* �;��a■i� � �� � �i' *�� �� � � ��`� � ���� ��# �- � �■�! �� ����`i�! � � '+���f��� ��* � � � �� ��� � ������ � � ���� � �� � ������#�� 0 ��� ��� ��� �� �� �� � .� � ��� � � � � � � � � � � � � � � -� � .- # # � � � � i �� � L � ! � i ��� � � � � + a �� �� # � ��� ��• � . ■ � � 4 ; � * � � � i ��� � � � � � �� � � � # � �� � ��� �� � � * �� f � � � . � � �. � � � �� �•� � # � : � � � * ���� ��+ � * � ���, �� r � ■ i � i � ��� � � � � � � � � �� � � � � � ���� m �� �� �� �� ���� �� � � �� � �a � �� � �� ��� ��� ,��� �_� � � �� , � � � � � � � � � � � � � `� � !'T� � ���� � ���� � r � � � ���� � ������ ������ � � � � � � � � � � � � � � �� � � � �� �� � � � �� ��� � � �� ���� � � �+ � � ��� � � � � � � � � � � `� � � � � � � � � � � � � � � � � � � � � � �� � �� r� � � � � � � � � � � m r� � � �� ���� ,� �� ���� �� ���� � � � � � � � � � � � � ������ m � .. �� �� � � � � ��� � � � � ��� ��� � ��� � � � � m � � ��� � ��� t � �� ������ � �� � � � � � � � � i�iM �� � � �� � �� � � �� � � � �� �� � � �� � �� � � � � � �� � �� � � �r r*� � � �� �� �� �� � � �� r� � � �� � �� �� �� �� �� �� �� . � � � � �� �� �� �� �� �� �� � � � � � � � � � �� �� � �+� PTl L � . � � � � � � � � � � � ��� � ��� � � ��� �� ���� ������� � �� � ������� � � � � � � � � � � � � � � � �� � � � � � � 1 �� � � � � � � ��� �� � � � ����� �� � � � r� � � � � � � � � � � � � ,� �� ,� � , � � �� �� �� �� �rnrn� � �+� � � L � � � � � � � � � � � � � � � � � � � � ����� ���� ���� � � � � � � � � � � � � � �� �� � - � �, � �}_ � � � � �-,., ����� � � � � � ',:��: — � _ �. � � � .� . � � - ����7� ����� � �i m � rn ����� ���� m���� �� ������ ��� ��� ������ � �� �� � ����� ��� � � � ��� r� ������ ����� ����� � � C� � � �� _�� ; ��� �n �����'1"1�1'1� �l''li� i�l�k�� � ��� � � � �--� � � � �� , � � � t � � � �� ������ ������ �� ���� ��� � ������� ' ����� ! ' 7���� _' .'J � + � � � � �!t a �!t � � i� � . + � � �'•` •M1 ti1 I r �� � r� � � � :�� �-' � � � � �,- �..� � _ y �,,� _. �* rz � �� � � � -. � ,. � � � �� � �i � � � �.,�„� � � . -'�: * � � � � _ �, � ; :: � � � � � � � �� r� ;� � � �� ��� � . � � � � � � � l � �_��,_ , � � � � � � � .�� � ,� � r�� ��� �-- � � � � � � � � ,� = �, `r ���� � � � � �' � � �r :� �: � � � � .t�•�. �# � � . � � � � � � �� � � � _ � � '��;� � � � � � ��: � � � � �� � � �' . � � �� I 7 T���� �� ��� T �� � � � � � � � � �;�+ � � ,:- .. � � � �� - � � � � : � � _._ . i �'�'� � � � � � � � '-�. ���� � � ��.�� ���� � -.*.� � � � � � �� .�'� � � � � � � � � � ,-� � � � ��� -� � � � � �� � � � � :� � � � ' � � � `� — ��� � � � � � � � � ��-, � =� � �- ��� �'�� �L���I� � � � -�. C� �E�1��� ��I��I� � � ; .�, �L 3��,, �G � � � = r � F� � � T '�= � �� � -' . . � _ � �:... : — � � , �� �--� . � . � � � � � �.-'�� � � � �-. � �� � � � �'� �� � � L" r Q�� i � � � � � � � I ��� � � � � � � . rn�� � -. � �r �. �3 ��.�.,�� -_�: n � � , '�-: � � �, � � � 1� � �� �� �� � �� 1 � �� ��� � � ��� � � : � � � � 1„ �� � � � � � � � � � � � � � � � � � � � .� � � � � � ���� � ���� � � � � ��' � ����-�, � � �� � ���� � � � � � � � � � ,�-� � � � - � � � � � � � � � � � � � ��� � � �' � � � � � � +� � � : m � � � � � � � � � � � � � � � � �� � � �� 1 � �� � � � _ � � � � _ ` ��: � fT� � � �i � ' � � _� � � � � ��� ���� �� ������ ��� �� � � � � � � � ��� � � � � � � r � � �� m� ���� ���� ���� �� � � �� � �� � � � �� � �� . � � - �,� { � � �� � � �� � � � �� � � � � � � � � � � � � � � Y� � - � �� � �� � i � � ��� � � �� s � � , ��� � � � � � � � � f � I `� � � � � � � � � � � � � �� � � � � �i.�� - , �� � � � � � � � � � � � � � � � � � � � � � � � � � ' � � � I � � °! � � ��� �� � � � �� � I � ��� � � 1 �r � �� � � �� � ��� � � ����� ��� � � ��� � ��� � � � � � � � � � � � � � � � � � � � � � � � �� � � � �� �, � � ��� } ���� � ����r ���rn � ���� � . ��� � � � � �i ���� � �� � � � � �� ������ � ��� � ��`� �� ��� ��� �����l��E�� l�� �� � � � - �'� � � ��� ��� ������ �����F����N �� ���� � ��� � �� � �' �► ��►LL�� �1 �� � ����� �� ���� � F ��1 � � � � � ����� � � ����`�� �� � ���� � � ��� � ��T���'�� ��I ��.��� �� ��' �"�1� �1� �f��� ��� �I�� �� 1��� t� ���� �� F���� �►��T'�.�l�T ��* � ��� � , T�����` ���I�T�, ���� ���I�� � tr��t �� � ��� �it����� i� �l��E� �� �� ��r� �1��11� ���r�� �����I ��r�� � r� � � � �� � �������t f��. � ���, T���r�� ����t�, T����r �r�� ���� � ��t��r-� �� � ������ '� �,�������� � � ��� �� �� ��r�� � �� ��i 1��� �� i� ���� � ��� �� ����� ������� � �� r�i �� � � r� � r� �� ������� � r��� r ��� � �a � r�� ����, ��� � ���� �� �f�� ���� ����r�� �� �`� �r� �tt �� � r�� i'���� � . l�� �. � ��'. � - + �, � � � r� � �� � r� � � ���t r� r� �� � ������1 �����-���r� ����# �� 1��� ��������� i� ir����ur���� �� r������� i r� ��I�r�� ����� �� � ��'�, �� �.�. �,�, �r�� ��ir� � ��� ������ �� �������: T���� ����ri� ���N�� ��� �� �� � � ��r� ��r�i��l� rl� �1����-i��� �� r����� ��l�ll�l �C�1� ��� �� � ����ir��� �r�� ��� fr���� �� ��� ���f����t �� rr-��r �f �� �� �.������� � } � � ���, �� � [� � � ����� �� ��� ���� �� r� E r��fi�� �� ���� r��C� ���t �1 � r� th� �� �� �� �� �� �� i� � _�� - � � � ���� ����; � ������� �f ��� . �i� ���� �� ��� ����� ��' ���� �I h�r��� � , �[�� ��� ����F� �� ��� r��� �� r� ir� ���� �� ���� r��� ���t ��rr�i r��i� �I��-r t}� - . a � � � ���� ���� �� ��i� � � ���-� ��r� �����, � �i��� ��� �� � � � . �� �r��� �� �E� � ����� ���� �� rr�� r �� �� �� �.� �����r� �r����� ���� ��ir-�� f���t�� �r� ��� �� ���ir��t� �t���rI��� �� ���r�r��� ���r����l� ��.,�����r� � F���� �r� � ���� �� r����� ���r�� , frr�� ����h � ���r�r��� r����r���� ���m � �� � ���. � . �. � . �'� ����� �� �f�� r���t����� ���-r��� �� � ����� �� ����I �����i ��� � � i r� �������� �� ����� �I������, �� �����i��1 u���r ����r���� 1��, ��� ������� �� ��� ��i� � � � � ��� �� E������� ��f �����r�� ����� , ����� �.�.���y�.T, ���r� ��u�l� �� �� �� � � �� � �� �� � i n���� �� ������ �� ��� � � ����� �� �� ��� ��' ����� � �� ��I �� ����1� �� ���r��� �� �i r� u��� �� ������� ���� �l�r-� �F�� �����i l� r�� �� ��� - � � � �, ��� ���� ���� � r�� ���r�� �h� � ��r���� ��� �����r�ir�� �� �� i� ����r��r� I��������� ��rl���� �� �� � �����€� a� �� � � ���� ��� �� ��� � � � ���� �I� � �� ��I����� ����� �� �� �� �,�������� �r���� ���� ����,� �I� � ��������� ����� �� ��i� �I �� ���-���� ����� �r�� ��r��i ��ir� ���r� � � � ��� ����� ���� �� ���� �l �. �������-� ���� ��� ��r�ti r��� � �1 �r� t�� � ���i , . � � �� ���� �� r��� r� i r�� �� �� � � ��� �rr� � r� ��t� r��� ��� � ��I ��� r� F���� � ��t� I � ���� r� �� �� � �� .�� �� �� �� � ��ir�� ��� ���r��r; ��I � ��� �l� �� �� ��� ���� �� r� i r� ���� � � ���� r��� ���� ���� � r�� ������ �� i � � � ������ ��r� ���� � �����r��� �� �����1 � ���� t� � ���r�t �� ��� ���� �i�-r� �� ��i� � �+���,���� t��� �, ��i� ��i r�t ��i�� �r� ��� ������� r��t� ������� i �r� �� �r-� �� r� ����� �� ���� �� ������ � � ��� ���a ��r� �k�i�� � � ��—���� ���� r�� ���r�� �� ��� r�r���� ������C ������� � � �� �r� � r �� � ���� �� I��� ����ri��� �� ����r�rr���� �� �r�� �, �����rr�� ��� ���i�� ����E� ��- �r �r������ �f �1�� ���� �1������� ��������� 1 ���# �� �������� ����� �����-r��� �J �� � � I�'� �� � �����, �. �. f�_�*�.�. � ����� ���1� �� �� ���� � � r�ir� ���� �� ����n�� � , � ���� � � ���� t� �� �� ��. �� f���� ������ � � �� � � �� � �������t �r�� F����� �f ��� �� � � �# 1 � � �� ������ � ��E��� �l��l� �� �� r��� �� �;r����� �� ����n�� ���� ���� � � � t�� ���� � ��� ���� � � � ��� � � �� � � �� r������� �� ��� rl ��� �� �� i� �� 1 i r-� � � ��, �� f��t �� � ��i r�t ��r ��rr���; f ir�� �f ��i� � �.�'�- �r���, � �������� �� �`� � ��� ����� �� �� ���� �� r� i r� ���� � � ������� ��� � � � �r � �� ��� �� ���� �� �� � � _ ����� ��� �����' � � I��� � �� �� ��� i � � ���� �� � �� � �� ��� �����i � r �'�� �� � I���� �� �� r��� �� �i r� ���� �� ����r��l� ��� � + � � �* ��r-��i ���r�� ���� � �� ������ ��i� � �: �������� ����t� ������ �� � � i�t���� �� ���_ �� ���� t�� ��r�� + . � � � I � �� �� ��r� ����� ����ri � � ��i �� �� r� ��r� � �r���� � r� � ����� r-� �j r� ��� � �r�� � ����.� ��i � � _ � - � �� ���� ���� � ���� � � i��� �'1 �� � ��� � �� ���� �� �� -- �� � i�� �� $� ��..� � � � � � � � f�� � � �i��� �� �� � � �1 � ��� �� ��r� ���� �r ����� ����� �� ����$ m��� �� ���� F �I�t��� � i ���rir��� �r� ����� �� ��i� ����� ����� �I��� ���r� ����� � � ��� rr� � � � rt l� �� � # r� I � � r� � ������� �J ��� �r���i��� ���u r� � ��� �� � � � � � �_ �� i� �� r��� ��� ��� I�t� �- �i����� �I�� ��r���� �� � ������ �i�l� ' � � '' ��li�� �� ������r��r�t_ �1���� rr��� �� ���i�i�r��l ������r�� �r����� �i ht�i��-�r� th �� �f���� ��r�� r� + � � � ���� �� �� � � i�� �� I 1���, I � �. h�� ��� ����t ������� ��, �. �f� ��� � ��� ��� �� �1��f� ��l �`I�� ���� ����1J1�1��1 ���� I'� �f���� ��i� �� � - - � � � � �����t ����� _ � ���i�� �I��� ��r�� ��r�r�� ��� ����r�r��� �� ��� r��n�l �r���r � �� ����i�r-�. � � � I���������� �'r���������1 L.��r�� ��r�� �r � ����� ��� � �� r�� i � r� � � , �� � � � �������R � ����1 ! � �i �I�fl'� ��� I �����l��l ��. � ������� � �� � ���ir���� ���,, ��i�� � ��� �� r I��, ����� ����� ���� : ���� r� ��� �� , �� � � f������� ����: � ar��� � �, ���� ���� ��.��#* �� � ���* ��� ��� �*�� � i� � � �*� �� � � t � � ' � � � i ■�i�*��;#f��*������**�***������ �#�I�� �, �������1 �*��� �i��f �f� * ff � * **� ■ #���� t� f �i ��-� ��� � �;i � #���� �� •{ � � � � � �� �� �R ■ � � �#��f�+;F � � �� ��� ������ � — � �� � ��� ����m��t � r�� F��� I�� �� 1�1���r � �������� ������ �. ��� ������ �� � �� �� �� � � ��� ��� ��� � � ��� ��� � � � � IwJ � � � � � � � � � � � � � ��� f � �i �� �� � �;� i � �� � � � +� � � � � + � �� �� � # �+ �' i * �� � # � � �'� * �} � : i � �� � � � � �� # � * * � � � � r � � � � * • � � � � � �� � #� � � � . � ��`� ' � ��; � � ��� �*;` � � . � � . � ■ * �,,,� � � � � � � � � ,�F � � � � ���� �r �� �� � � � � i �� �T� �� � � � � � � � C� � {�'I � � ��� � � � � � r :� � � � ��� � �� �� � � � �� � � � � � � � � � �� � � ���� � � � � � � ���� ������ ����� �� �� � � ������� ������� � � � � � � � � �� � �� � �r7 � � � � ��� � � � � ���� � �� , � ���� � � � � � � � � � � � � � � � � � � � � �• � � rn � � � � � � �� ���� � � � � � � �� � �� ���� � � _ � � � �� � � � � � � m � � � �� ��� � � � rn � � z� � - � � � � � � � � m � � � � � � C� � � � � � � � � � � ��� � �' � m �� �� � �� � � � � � � � � �„r� � � � � � � '� � � � � � �� � r''� f!� �� � � �� � �� � � �� � �� � � � � � �� � � �� � �� �� �� �� �� � �� n� � � �� � � � �� �� �� �� � � � � � � m �--f � � ��� � � � � � � � � � ���� �� �� � ���� �� � � ��� � � rn �_ . _. �r .�: � ;. R• �'A� - ••-r - ,� * � '�Y� ��. 1' � ; � � � •' i �r ,' .:+� �� 4 4� J- �t' . � � � ' + F 1 � ' '�.-. � �il � � ti �"t � � _ '�-y � � ' � ':- . - rn ��Fr�. � _ �����. �. r*; � . . � .. � � . � �• - iT�i � .�� . � �__l_,*,, K'� • . � . I� ' .' � ,. "_ � � ,: � � � - _,1 �.+� � � -. ` � � . -= �.;. � � •: 1 _-• -•i r � � � � � � � . , �� � I - -� `���' � � � : � _r�-{ ' � _�-* - � . r _ . � ,. � � � � � � � � � � I ' i'--{i+.,. �• •' � � � � � � � � � �- - � � r � '�� �,r_ � � � . . � � � � Y � j-j � 7 �r � � � � � � � � � � �rn� � ��� �� �� ��� � �ll � � � � � �„ ,� . �. -� � � _ _ . ._ � _ _ �_ . . . _, �.':'. ;'� �"�"� � . . . . � � ,��-����.�." � � �� �� � � ��� ��� �"5 � � ��� �� � �� - �� . � , � � � � ��.. _ � � � � �.� : �'� 4 � � � � ���� ��:� . � �{- � � � � � � � ����'*�r�� k � � � � � � � � � ��~� -��t � � � � ' � r " .. - � � F"�"I � � � �' �- . :� � �. �� � � � � � � �. _� �r� � � � � � lr' . • '� . L� � � � � � � r . .��. _ ��, � � �..�.i � � f _ , � � - �'� � � � � ---� � -. .�:� ; � �� � �: . � '. � L,, � r� � � - ���-_� � � �'I"� � � �� � 1 * - • • r � . +.�•. �� � � � � '�7 � l'� � � r� � � ��� � ��� � ��� ������ �� ������ �= �c�� � ��, � � � �*'� � r�'i � � � � � � � � � � � � � � � � C�1 ;-a � � � � � r,�, '� � � � � r+-� �7 � ,� � �� � � � � � � � � �^ � ��� �� � �� G � � � � � � � � � ��, � � � � � � � � � � � � � � __ _ _ � �� � : � � �� � � � I �� � �� � � . ��. � � � � � _�—'� r ` ��� � � � � � � � � � � � { � � :� ' � � � ( j i 1 ;� � � 1�1 � � i � � � � � � � � � � � � � � � � � � � � ' � � � � � � � � � � � � � � � � � *� � � � � � � � � � �� � � �� � �� �� � � � �� �� ���� � � � ��rn � � �i �� � � � � r � � � �� � � rn � � � � � � � � Y � � � � � � � �� �� _���� � � � �' � � � * � }'� �� � � � � �..�.r �` � �� � ,�_���� �+�,� � �� � - �_��:, _—_ �� � � �; � ����=�Y�.- ��r����� 3������a��� � �� �� �� �_ �� ��m� � � � ����m � � � � � � �,`� r� �I'1 iil � � � � � � � � � � C� � � � � � _ � � � � � �� � � � � � � � �� � ��� ����� � �� ���� ��� � ��1��� I�C��t,1�d � � 1�� : � �!F � � � � _; � ��n��� ����r�1� ������ ������ ������ r�� m� � � � �t rr� �� � � � ������ �� m����� � �� ��� ������ ��' ��r � � � � i � ���r� ��r+�m �, ���� ����� � � � � � � � � � ����� r � � � � � � � �� �� � �T �� �� �� � � �� � � � � � � � � �� �� �� � m � � � � � � � � .. _ �;�. � � Fti .-.� �._I.-I-�II� ..--'-��� _ _ ��� � � � T � �� • - ' . ' � •~� �• _ _ ' .�y� �C��� ����r� ��� -'',�' i .. •.•.'•'-�, � � �1���� ��h1 ��f�l`� .- � . �' : ��� ~ ��L ���, p� ��� . ' , -; " � . . �w � � , ���� . . . _� --�� ����:� � : _ � � � � _ _ ,� �. j R �. . . '"` � �.".. � �,�-- � � � � t F � � . .._ _ �- � � � � �" � � '�. -. � .=��� . � . ,. �-r' � ` - � � ' � � ��� � � �� �''�� � � � '_ `_ � J " * � � � �:_,•r"_`.� _'i � �� � '� � : � • ��. � � � � _ -:� � rn � ,� , � : ;, ��� ~ _.- .`�; �r `� .� ._�-. ��� � . � r �.' - .. � � -- � . - � � � -_- � . � - .J� � _ �-, : � � � � � _ � � �' � � � � �' r� � I � � � � 4� � s � � � � � � ��� � � � � � � � � � � ��� -1 �'- � � � � i � � � �, � r*7 � � � � �� �� - � � � � � �' � � �� I ; � � i � c�a � � �# � � � � � � � � � � � � � � � � � � � � � � � � � � �� � r �J m a. � ���:: ���� ��� � ���� � _ � � �� �� � � � � � � � � � � � � � � � � � � � � � � � �' � � � � � � � � � � � � : � � � � � , � � ��rn �- � � ��� � ���� � � � � � � � � i � � � � � � � � � � � � �� ������ I ��� � � � ��� ��� � � � � � �? � � � � ��� � � � i ��� N � � , � i , � ..�� � � � � ��� � � � � � � ��� � � � ��� � � �� �� � � � � � � � � � � � , �J ■ � ��� �� ���� i�� ���, � I � ��m I � � � � i � � � ��� � ��� � r���� � �� I� I � [�# �f 1�1��� �a � � � �� �I � � � , �� � � � �� � � � ���1��� ����� L�� � �����I ��`��� ���� � � � � ��� � ��^���� ��������� �������� ����� ������ �T ��7 �� �� �[�.�—���� �F��� �� ���� � �����`�� I � � ��� � �� � �' � [� � � Fi � ��� ����I� ���I��� �1�C� �� ���� �►� 7 � � ���" ��. �[ � �' � � T�F����I�` ���1�� ���� � ��� I�� � ����� �� I��� � i�u����� N� �I��� �� �� ��� �� ���� ��� �� � ����� ���� �� �� � �� ����r��� ��. � ��'� � fi���r� r�� ���� ����� �r�� ��i � � � r���� �� � ��� � �� , I �� � � . � � ��r� t� � � �� �� I ��� � ���r���� i � i r� �t�� ��� � �� � � �� r � ������� �� E �� � ����� ������ r�� �l �, �� �1 � �1 ��� � � � , �r� �r� �� r��a �..��, �� �������� �� ��� ��-�i���! ���[�� ����r�� �f �����r�� ���r�� �`�� � . �� � ��. �.�.�',�.�� � �r�� ��i� ��r� ��i�� I��� ����r���� � �-r��t � � � � � �� �r�� ���r��� �� ��I����. ���������� �� � �������� �������� ���� �� ��+�+ . i� � � �.�� ��l.��C� �� ��� I'���� r�� �� � r� r� ��i�� ��� ����� �� ���� �� �� � ����tr � � TI--� ���� ����� �� �� ���� �1 � ������� � � ������� ���� ���r� tl�� • � � � � � � ������ I � r� � �� ���� � � �� � ����� � � � ���� � � �f �� � . �� f��t �� � � � r�� � r� ��� ���� �E ���-� i . � � � �� �Nr�� � �� �r� [ � � � �i�� �� � � ���� ��—f��� r� ��—��—�� i r� � ��� � , . � � � �' r�� �� �� � r� � �� � �� �, �" �r-� � � �� ����I� �� � � ���� �� �� r� ���� � � ���� r�� � ���� � i r� � � .� � a � � �� � �� �� �� � �� �� �� � + R ■ � I��� �� ���� �r� �r� ����� � ����r�� �� ���.�� ���� �� tl�� �� � � � �� �� ���� �� ��� � ��--� ���� ����I� �� �� r��� �� � i � ���� �'I ����r-� � � ���� �����r� � � r-� � � � � 1 � r� ��� ���� � ri� �����—�� I� �� �� �� i� �r� ��� � r�i�� � �����r-��� �� ��� �� �� ; ]� � � �� �� � ���r�t ��� ��rr���� ���r� �I� i�� � � ���ir���i a��� �� ��� �� �t ��� ���� ��r��l���� � � �������� ������` � ��i� ����� ����� ��� �� ����I� �� �� ���� �� r� � r� ���� � � � ���� � �� ����� � � i����� �� �. � � ���t* � T� � ��� ���� �r�� ���r��� �� �� � ���r ��-��� ��� ��� I��i� � � - . � � �� �� ��� ��������� ����� �� �� r��� � � � �r����� �� ������ l���t � ����r��� � ��' � � � * � � ���� t� � ��i�� ��� �����r� ����I� �� �� ���� �� ������� �� ���� ��� 1���� � � � i������ � �� � � � y � � ����t �� � ��i����� ������� �� ��� � � �� ���� � � r� � r� �t�� �� ��� �� � ���� � � i ��� r�� �� � � ��.�� ����k �� � � —ir��� i��� i � �����1 �� ��i� ��rt����� ��r���� �� � ����� ��' ��r� � , � � � � ���r� ��� � n � ��tr� �� r�t �� �1 r����i l� i���i�� �r�� �ri�� [��r����� � , � i ~ � ���i��� �� �������� �r���r ����r�� ���� � �� � ��� �� �i�� ����i ������� �� T��r��� � r ��� �l� � ����� . � � � . .�� ��F�� EL � - ���� � �fi 2 ����r�,��� � r�� F��� �� �f 11�f�� ���� � � �# � � �� � �� �� �� � ��� �� � ����I� �� �� ���� �� � i r� ��� � � � � ���� r�� � ����� ��� � �� � � � ����i �� �r���, � � ���� ��� �� �� ��� f��� �� � ��r� � r � � � � �� �� � � � r��r�� � � �� �� ���� ������ ���� ��� ������ ��i� ����� ����� � + ' � � � ��Il��rr� ��u ��� ��� � ����r����. � ���� �� �� r��� � �I �i����� �� ������� 1�1���t � �i � , ��� � �� �f �� � �� f ��� �� � ����t ��� ��r��r; �l��ti� �� �� r��� �� �ir����� �� ������� E��� �r �i � 1 ��� r� �� �� � � � _ � � �� �� �� � �� i�� �� r ���t��r; I��rtl� �� d� ���� 1 � ��r����� �� ������� ���� � � , � � ��� r� � �� � � � �� ���� �� �� � � �� ��I I'�I�' �� ���I�I �II�� ��� �������I i�� �� �� � � �� ���� ���t �r � ���� � r� � � �� �� I � � � , r�r-� � r� � � I � �� . ����� � � � � �� ri r� � � r� � ���� � r� ��� T���� ����� � I � � ` � � ���r��r���� � �t�� I��rt� ��r����� � � � ��r�� ���� � �� r�� ��rr�r���� r� ��fi�� � ��� ��� � . � � � � � �I� �� � ��� ��� ��r� �����1 �i�h��� �1�� ��r�� � . � � ��� �� � �� �r��t ����� � ��� � � � ■ i � � ������rr����, �l��r� �� f�� ��� �t����� �������t� ��r��� � �� �t = _ . + � � � �� �� � i� �� ��f � �� �� �� � ����� �� �� I--�r� ��-������� � r��. ��� ��� ���r� ���i � � � ��� ��. � � �r� ��� �� �� r� �� �� ��r� � � � �� � ��� � �������i ���� � � � �� � � . . � � � � i� ��� � � ������ t��� � � I ��rt� ���� ��i� ��r�� ��� ���rr��� �n �f�� ����� , . � � � �� ���` r�� ����r����� r� , ��� I���r�� � ���������1 ��r�� �� �� �r � ����� �� ������� r� f� �_ ��'� � � �--� � ��-�� i I � �� $ � ��. � � �� I�� I������� � �l� . �1 ���� �� � � � � � � Il,�l��i �r�� ���. � ����� � ��� � ��11�� � T���� ����� ��#�: ����rr� ��r � �� �� � � ������ ����t �� r� �.,�r� �, ���� 0 ��� � ***�.��. �.,,� � �� ��������� � *i � � �� �� � � � � f � � � � � � F}+M��i�i#���#���i i ti*i��i�+�#����*i ��� �. ������� ����#�ff�if ��f#� *��}��#i����f�� a �� � � * � � # i� ��� � ■ � �*���������*} � � ���.��*�� � � � ���� ���� �� � � ���� � �� � � ������r�� � r� � I�i� �� �� ��� � ��� � � af '� � �� � �� �� �� � ��� �� � �� ��� ��� �� �y7rn� � Y � � � � � � � � � � � � 0 � ��� � . � * * � . . � ��'� '�*■ � � � �� � � i *� � � � E � # # �# � � � * i�� � � w ��# � � . � * ��# � i f � � * �■ i � � � � � i� �4 ! � • � � � � � t � # � � �f � � � � � � � i f �i � . *�. �. �� � ' � # �'�� � * i � i �� � *�� � ' +� � � ��� � �#�# a t �y � * � � �' � � � � � �� � � �� � ���� � � �� �� �� � , G� � � ��� � ��� � � � � � �� � �� � � � �� ��� ��� � � � � � � � � � � � �� � � ���� ���� � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� � �� � ������� � �� � �� �� �� � ������� - � ��� � � � � � � � �� � � � � � � � � � � �� � � ��� ���� � � � �� ���� � � �� �{ � � rn � � � � �. � � �� ���� � � � � � � � � � � � � ��� � � � � � � � y '� � � � � � � � � � � � � � � � � � � � � � � � ��� � � � ��� � � � �_� � � � � �� � � ��� � ��� ` � I� � � �:_ � � � � � �� �� �� �� �� �� �� �� � � � � � � �� � � � � �� � � � � � rn � � � � � �� � � � � � � �� �� �� �� �� �� �� �� . � ��� ��� 2 � � � ��� � ��� � � ��� ������� z������ ������� � � r3 � � � � � � � � � � � � � � � � � � � � ��� � � � � ' � e�, � � � � � � � � � � � � � ����� i � � �.�F , � � � r � � � � � � � m �� � �� �� �� �� �m�� � �� �� � ����� � � � � � � � �� ��� ����� ���� ���� ���� �� � � � � � � � � m� � � � � � � � � � � � � �•� �� �� � � � �� � �� � �� � �� � �� �� �� �� � � � � � � � � � � � � � � � � �, � �� � � � � � � � � I� ��� � � n � � � � � �� I� � � I � � � � � � � � � � � r � � �--r � � � � � � ��..y l� � � � � _ � � � - � � �� � � � -���, ��a ��� �� � � �� � � � �� � � } �� � : M � 4 � � � �� � �� � �� � 1� � � ������ ������ J� ���� ��� ���"�-�����-I�I� ,�� J.�������� r�� � ��i��� �I����l� � _ __ _��� � �� �. . � �� � � � � 4 L h � � � , � � � � � ; ��� �� �� � � � � � � ��� �� � � •� � � C - �� �'I �� � rn � � 'rl ��� r � � � � � � � � � � �� ��� � ��� � � � r � � � � � r I I i � I � � � �� � � � I � _N � � � � � � � � �� �� ��� ��� � � � f � � . �_ � ��� � ��� � � : - �.� : � � a : � � � �� � 1� � � � ! ��+ � �� �� I � � I i � � � � � � � � � �7'l � �� � ���� � ��m� � ��� ��� � ��� ��� � � �� �� ��� ���� y �� � ��� �� � � �� � � � �� �� � � i m� � � � � � � � � �� � � � � � �� ��� � � � ��� �.�.�, '� j � � ��� � � � f �� � I �_ �� � � �I � � � � � � � + �� � � rn � � �� � ���� �� � �� � � �� ���� I � �� ���� � � f �� � � ���� � � � � � �� �� � � � � �� �� , ���� � �� � ' � � ���� � �� � � �� � �— �� � �� � ���� � �� � � � ��� � � �� � � �� � � � � � � � � � + � � � � � � � � -� n� � � � � � �� �� �� � � � � ���� �� �� � � � � � � � � � � .� � I if � � � � � � � � E � � � �� � � �� � � � �� � ��� � ' a � � r � � � � � � � � � ��� � � 4 �� � � � r� � rn � ��I � � � � , � � � _ ��� � � � 1� ������� � � r � � ��� � f - - - � � � -_ -- , � � ������ ��� ���� � � � � � � � � � � �� � ����� � � �� � ��_�� � � �� m �� �-����� � �I � � � rrr � � �- � � � �� ������ �� � �� ��� � � � �� � ��� � � � � � � � � � � � � ��� �� ���m�� �� � ��� � �� �� �� � � �� �� ��� � _� � � � � � � � � _ � � � � �� �� � � � - . � � � � � � � � � � � � � r� { � � [T1 �� �� � � , �� �m �� �� � � � � � @� � � � � � �� �� � � �� �, � � �� ����� � � � � � � �� ����� � � � ���� � � ����� r� � � ��r�� ������r�t ��� F�I�h� �f 1�1��� �� � �[ � � g � 1� � � �� � �� �� �� � ���� ��� #���� `� � I'�1 � � ��� �I T��"��� ��F�� �� � — �� � � ������� ��I� ���F�1� ������1.������ ��� ����� ��T � �' ��I � � ������ � � `� ���T �� �� �� � ��'���'�� I �E ���� I� �� �� �� � � F� � I� � 1� � � � �I �`� � � I� � � � L � � � � � I�� � � � ����f���� �1�. ���"'� � ��� ���� ��� �� � ��� � ��� � � � tr��� �f 1 � r�� �����t��1 i � ����� �� �� ��� �I���� ����� �����I ����1 ���r� � � �� ���tr��� �]�* �1 ��� �����r-��t �� � � ����� �r� � ��' * � � �� a � r� � ����� �� � ���i�� '1 ���� ���� ����� � � �� I��� ����ri i��� ir� �r��tr�r���� �� � r-r � f � � � � ��t��� ��� r�� ��� �� ��� �� ��� r � � �� � � ��� ����r ������r�� �1�. ���1 ��1 ����� �f �I�� ����� � li � � � F���� �� � �� ��r��r�� �� � �� T���� �� ��. F�. �_�".�,`�. ��� ��i� ��r� ��i��l�� ���� i , � � �i��� � �� � � � � ��� �r�� ������ �� f��l��. � � �1 I�I � �! � � � � �� � �� r� ����� � � r� � r�r� � �� ��k� r-M� �� �a ��r�l���� ��r�f����� ���r��� �� ��i� ����� �r���. ��� �. �.�.�.�. ���r�� �� �I�� ���� �' , ��-�1�i��� �� �� �� �� ���� � � r��� ���� � � ����� - . � �� ����, �r�� ��� r������� ���� �� ��i� � ����r ���� � � ��� r��� �� �� � ��� ���� �� � �� F _ _ � _ # � r�� � � �E�� ���� �� �� �f �� � � �� . . � � �� � � I � r� � r� �� � r� � � r� r�� � � ��� �� ri ��� ��- + • � � � �� � � � ��� � f ���� � � � �� � ���r�� , � �i � ��l � E � � �rt� � � � � r��� �� r� � � � ��� � � ���� � � r��� ����a � r�n �I� � ���� �� 1�����—�� � � � I�n� � ��i� � �r� ��� ����� � � ���r� �� �� ���� ��' � � � ��� �� �� � ��l�T � �` ���l�ll���l� � TF����� ���t� �� �1� ���� �� r� � r�u��� � �I ������� y . � ����, �����r���r� ���� �I�� ���� � � ��I�t������ I��� �� ����1 �r� �ir� ����� � �i����� � ��. �' � � � � � � ���� � � � � �� � r� � � � �� � ��� ��� �� �� ��� ���� ������� ��������� ������ �� ��I� r � ����� �����, �TH��I�� �� ��1� �� �� r��� �� �� ����� � � ������ 1�� i � ��� �� �r�� ��� �������� � ��� �� . � �� �d � ��� �r���� � ������ � �� �� ��� f��� �� � �i�� �'�� � � � ������ 7��--I � ��� ���� � r�� ������ ���� �r���� �r�� ��� � ` + ��I ���i r� ��� ���� �r�� �����r� ���* � ����I� �� �� r��� � � � � � ���� �� ����r��� ���� � � a � � � ��� r� �� �� � y � �1 �� �� �� � ��rr�� ��r �� ����� � � ��I� �� � � ���� �� � i r� ���� �� ��� �� � �� �� � � ����r� � � � �f ��� � �� ���� �� � ����� f�� ��r�r��� , ����� �� �� ���� � � r� i ����� �� ��� ��� ���� � � r� � � ��n�� �� � �.�� ���� �� � �ir�� �� ��r� r��rtl� l�r�� �� � ����� �� r�r�� ������� * ' + � �� �� {r��������� �� ��f� �{ 1--t �r����� ��� � r���� �r�� I� � ���r������ �f ��� �r�'� �� N 1---I �r�f����� I�������I� �����, �� r�������� � r���� ���� r���� ��, � � �� �l �� � �� �f ��� ��� ������1� �� ������� ���� a �I`���� �+f-���*�.�. � � � , � �� �� � � � — �� � � ��� �������� �r� � F����� �� ��� ���� ����1� ��������� � 0 `1�H�f�l�� ���tJ� �� �� ���� �� � ir����� � � � � � ����� � ���t� � ��r� t�� r��r�� !� r�� �� �� �� � �i � � ��Cl� �����, ��� ��1 �� � � f���t� � �� � � . � _' * . � � �� ��t � �C ���f� ���r� � � fr���� �� �� �t�� �� r������ ���r�� r �� �� �� �I � ��� ��� ����� � � } ��� ����� tl�� r����i���� �� �r��� �� � ����� �� ��r�� ����ri���l i� i��t����� * - � . � �� EI�I �� � ��1 � � I������ � r�� ���� II��1 � r�� � � ' ' � � � � � ������� � �� �������� ����� ������ ��� � x ��� ���� �. �.���.�. � �r�� ��r��in�ir� ���� ��� ���I� I��� �f ���� ������ : � � � �h ��� �t � ���� � � � ��� r��� �� � ��,�� ���� �� � �r�� ��r� ��r���� � � ��--��I��� ���r ���1 ������ ����1 ����r ����� ��� ��II��� - � r� � �� � ���� � �� � ��t� r� ���, � � r�l� � � �� ��� � � r� i � �t�� �� � ��� ��� ��J � � ���� � �/ii � ���� � �� �� � � r �� ���� �� � ��l r�� ��� �� r� ��f ��r�� �� �� r��� �� � r r� ���� �� ����r��� ���� � � � � r ��� r� �� �� �� � � � � ���� �� � ��� r�� ��� ��r���� � ��� �� �1� ���� � � �� � ���� �� ������� ��� � � �, � � ����r��� �� ��. �� ���� �� ��� ����I� �F ���I��III'�� ��� ��I�����I��� �� ��� � � � � � � � f��� �� � ���� ����� �� ���r�r ���� �� I���; �I ���� : � , ������r � � �� �����1 � r� ��� T���� �t��� � I� �� � � � ��� �I � ���� � ���� � ��� ������I . � � �� �� ������ � �� �� �r��r�� r� ����� � ��� �� 1 �I . � � . � � �� i� � � �� �� � �� � ����� �i�l� � �� �� ��� �� � ' � � � �� �� � �� r���r� ����� � I � � � � . .+ � � ��� r-r-� ������} Tf���� r�� f�� ��1� �t�� r�� �������r��� � r����� ri �� i . + � � �� �� �� �I��� ����� ���� �r��� ���� � ���-��I#�r� I r��. ��� r� �� ���n ��� . � � � ���� ��. �. �� ���x� �� �� �� ���� �� r�� � ��� ��r����� ���� � i _ . � � ���r���� ���� �� �I ������ t���. � � I �����r tf��� ��r�� ���� ��� ��f��-rrr�� �� �#�� r���� �r� � . . '� � � �� r�� ����r����� r� _ � � ����� �� ��� ��'�'���I ���i������ �������I���� ���� �� �� �� � ����� �� I����r�� ��. ��� � � F-I��t�-��li���� �r��_ � j �r� I�� i�t������ I� � � � � ������ � �1 � �1 � �I � i� � � � � ��r� , � � � i�� � � � � � ���1�� � �'���� ��� �� ���� � �����r � �� �� � � ���ri��� ����: ��r-� �� r� �� ���� ��T�� �'������� � .�� ��� �� �� ,� ��� �� �� �� �; � �� � � � � * . � ; #�����������* �� *�������** ����� ��� �} � i��ii�*� �##I ��' #��*#s��*a*���� *"�� ■ �� � � #� � � � � ���* � � �i �� ����� � � �� +* � ��•.��.�. � �� ���� ����������� � �� � �a�����r�� �r�� I���l�t �� ��� � ��� �� �f '�� �� � �� �� �� � ��� ��� ��� � � 2 � � � m � � � � � � �� � � � � � � � � � � � m � � � � � � � � � ■ � t � } � � � ■ � #��� �■� �* t i fi � � * �� � �! � i � �� � � * � � ■ * * +� �� f � � �� *� � � # ■ � � * ���� ��� � . . � ' � �.i � i . ■ � � � � ■ � i �� �� } r � � f � i i� * � � i � � �R� � i � i f� �# * � �; � ���*� � �R**■ � � � r � .�� � i �� � � � � � � �� � �� � �� ���� � � � � �� �= ��� � �� � � �� �� � � �� �� ��� �� ��� �� � �� � � � � � � � � � � � � � � � � � � � � � ���� � � - �`% � � �, � � � r � ������ ����� � ���� � � ���� � �� ���� � �� � �� � � �� ���� � �� � � � � �� �� � � � ���� r� � � , � ���� �� � �� � � � � � � � � � � � � � � � � � � � ��� � � � �� ���� � � � � � � � � � � � � � � � � � � � � � � � ' � � � � � � � � � rn � � � � � � � , � � � �7'1 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ���� m� � � � � � � � � � � � � � � � � � r.l � � � � F �•, � i�.f J � � �� � � � � � � � � � � � � 1"Y � � � � � �� ��m ��� � �� � � � � � � � � � � . � � � � ���� � � �.rt � � � � 2 � ;, � , , �••.--�•_-r� � �-.-.�...� � � 1 ' � , i �{� � ��r I I � r � � � � � � � � � � � � � � � �� �� � � � fn � ��m ��� ��� ��� � � � � � � £� � � � r � � � � � � � ���� ���� � � �� � � � � � � � � ��� � ��� � � � � � � � � � � �1 � #� � � � � � � � � � � � � � � r*l � Q � � � � � � � � � � � '� :�'] � � � � �� � � � � �:,. � � � � � ��� � � '� �T! � � � � � � � � � 4,�� �� � � +�� � �'4F I"1"� � � r �� mi� � � � � � � � � � "� m � �� � I� � G �� �� �� �� �� �� �� � � � � � � �� �� � � � � � � � � � � �� � � �� G� � � � 4--I � � � � � � �� � � J R � � �,����;� � ��� -� � � �� �� �� �� �C � � � � � � � � � �� � � � � � � � � � � ���� � :- � � � � � � � �� � �� � �� � �� �� ���� � �� � � � ���� � �� � � � � � I '� f� �'M � � � � � � � , � �� � � . �� � � , � � � � _ � ,:_ - : � � �* ��#�._. _ � � � � � + � .• � � � � . � . r � � � � � �� � � + F •� �� � � � . � � � � � � � . � � � . _ J+ _-�. ���� r � � / ry ' � � � � � � } f -' r r . � �, . , ,. � � � � � r f � � �--� r - , � ' � ' � � � � � � + � � �, � ��..�� . � � � � � � � � � �--�-� ; _- � �'` . :-. � � �..ti-� � � � r � � � �l � ; �� �� . . � �--i--� � � � � � �� . . _ _.. �-� � �� � - � � � � �-i--i � � � � � � � ��'. -� � _ � _ � � � . � rr� � � � � � ��� � ���� �. � � � � � " � � � ��� � � .� � � � � � � � � �- � � � c� � _. � _. . � � �� r � � �����' �� ;.,,� �� m p � � � � � � . �� _ . . � � �. ���'�� � � :�;- , -- r� � � � � � � � � �-rr � � _ V � - � � � ����� v , � � � �,.��� r..�; �- � �..� � � -��- �� � � � � � � � � _ � - � + � � � � �� � .� � � ��� � � � �� � �����- � ����� a � �� � ,�� � � ���� � �� � �- � ��� � •� � -� � ,..� � , - r„ � �� �� � � m �� ����� �rn ��rn�� �� ����� �� �� �� _ ��� ����� � �� ����� �� ����� �� ����� �� �� � �� �� � � � � � � � � � � � � 2 �� �� � � � � � m � � � m � _� � � � � � �r��� �� ���� � � ���� � � � � � � ����r��nt �n� F�I�f�� ��1�1��� � �� � J - � � � � I �� .� � �� � � f. � � � r �+ 1 �F � � � ` �J � � + ��1���� ������ �� ���� �I�L� + � M��•���r � FF ��1�����F � � i .i, , ����'�;��-�H�I�I ,�� ����I���b� �1�� � i � �rvi� �� � � � ����i� ������ �� � i r�����l�ti���d�� — � ;� � ? � .� ��rT'��-�rr�� ���������� � �����C�C���� � � � � � � � � � � ���������� � � � � � a � � � � �i�.����1����— � � � � � � � � � � !'! i � � 1 f � � *� � � � � � � � � � � � � � � � � � 4 f � � � � 1 i f ti � � � � � � � � � � � � � � � � � � � � �7��� �1��J �— � � � � � � � � � � � � � � � � � � � ;� � -� � � � � � � � � �� � � � ��� � � � � � � � -- ��� - �- _ F � � ��� -� �� - � � � � � � � � � � - � �--. .� - � � .r� � _ � � � � � � � � � � � � � � � � � � � � � .� � � � � i � �..� � � � � � � � � � � � � � � � � � �' ��� � � �f �! � �� � �� �� �� � �����-������r� ���r�����r�� ��v ����r EL����i� ���I�EF�� ��1�1��1�1� �� l� � T � F �A� ��H ���� �� � a� �, 1��� �r�r��t����z �r-r����������ri�� �ur�r� ' � �l������ �-��r���r�����r��� � � ��t�, ��� ��r��r��t�r� � a �� � �r��� r� �� � � �� �� r� �I� �t tl� � �� f I �� �� �rl�i r� i r� th �� + � F � . � . � � � � ��r��� �f l�r��i ��1�� � �C��tri��l �r��ili���� � �n� �I����� ���� �r� �r r����ti��� ir��l���� ��t ��� ���' � � + � � � � ���� t� tl�� ��Il��ar� �t� ul����n� �r�� ir� � � ��r��l i�r� ��, �� � I I �i r���� �itl� �I-�� ��r ��� �.�. �,�. I� � � � ��1�� � ��f���r ����t �. �I���ir�� i� r��� �� �� �rr�i��� �r� �r���� r� �i�-��- . � � ��� � r � r-�� �r �r-� ���- I i r��� . �. ����tr���i�� �� �f ����i� t�� � �r������r� Ji �� ���� ����� ��� � r��� �� �r���r �ft�r .��r� �� � � ���� � ���I� ���,�I� �it[� ��� ����ir����,t� �� �uf�ii� �tili� ����i� i ' � � �r� �u����r��i�� ��I�� ���� � �� � �� � r���� �� f��� tE�� �� ti r��. �. �� �����i�� I��� ���r� �� �� r��� �� ��� ��r-����-lir-� ' � - � � �f �f� � r�i � C�t �f ���i �. �r��ir�� �i�l I�� ���� ir� ����r �� ����� ��-r� r� I��-�f��� � � � � ��� r���r�� ����i�l��� �����r-����r����i��+ ���il �i�k�r�ll �� r�r-r�����fr�r��l�� �i ����f-�� ��� r-���r ` , � � ��� r� t� f�� I����r� �� I��-�f;�� . �I� �� � � � ���[I �� � r���� �� t[��# #r� ��� ��� � � ��r� �I� � r�i ��-�f�� r � � �� �I��� r������� ��� ���� ���� t�r� �[���� ��� �� r�����r�i��l� ��i���[���_ � ��l! E����r-r��r�� �r�� r����ri�a� �il� r��t I�� ���r�� �� ��� °'3 ��I��-�f���� ��ri� �����r���i�r� ���I���� � �ri��� �������I �� �h� �� ��i��r �� F�� i�r��l �r���rni� i I� � � � r� . �. �����t �r r��� �r����ir� � ��-� �� I�� ����� �r� �r��ir� i 4 . � �� ����-r��t���. �r�� �f��r� � �r� �I� r-�r���� �r � � ������i�� �ri�� �� r����r���t�� ��� � r����IR �� �. I�� �i� r� �� �i �t� �r u�r�� � � ��� �il l �� �rr�r� i��� r� i _ _ � � � � � ��� +���t �� ���. �, ����� lir�� ���� � r�i r��r�t � �r����r��: i����r� � ' � � � � � � �������r�� �� � r��� ����� � � � r��i� � �I�� ��r� ��r�� �r�� � ��t �� ��r��rr��� ��� � r� �� � li�r� �� �r�tl� �� H� ���� ���� � � ' � � � �.'I��� �� ��I ��rn��. ���i�r���� �I��rr r��t �� I���� �it�ir� �f���r� �I � ���� �f ��i � � � � �r� ��r '� ��, ��� ��I� �� r��� ���r � I �r� �� �� �i�� i r� ��� �� ���� �f t�� ���� � ��� �� ' � � � � ���t ���� I � � ��. � � E���r�rr�r�� �n� I����t �� ���r P��� �� �� 1� �� � �� �� �� � � � . �r� � � ��-� ����� �� r� �i r� �i I I r� �� ��� * - � • • . I�� � ��� ���i�� ��� ���t �n l��� #�� ��� if m�t�F i� r����r � a �, ��I1 �� ����r����� �t ��r� �� � f��� ����r��f� �i�f� �r� � r� �`[ ' � � ��� �r���r� �- �� � � ��r�� . ����� ���r�l� �� �� I���� ������r� �� � � ���t �� �i�ti� �� ����� �r���r �� � � ��� � �� �� _ .� � �-�� �� �f ���, �1 �1. �� �������r� �i�� �� �If ���� �� �r���r �i l� -� � � � �� ��� �r��� ��rr��� �-� � � � � � � �� �r���ir��� �il� r��� b� u��� ����r ��� ��r-r� �� �� ' - - � � �� r r� � I� � �� �� . � � �. �T�i � �����i rr r��� �l� �l I r��t �� � i�t� r��� � . . � � , �������� �r ��I��� ����rr-r �� f��� �� ��� r���r���� �� � � �f � r�� �r���� �r���,� r�n i��E�� ��r�� ����� ����r ��� � � � , �� �ir�� ���. . . , � � �1 � . F�i � I����f��r�� �i � E � � r��t����� f r� r-r�� ���� � r� � � � � � � ����i�� �� �� ���- � r����� rr������ ����r� �� �� � ��rr���� �r� �r�r-����. �� �i��l��r �r� �� ��t�r �iC� � ` ' F � � � � � � ��� � �r�� � r� � r�� ���� �� �f �f� � ri � t �f � ���. ��� i�r��� f��i�����i �� �`rl I ��� �� ��I���� �� ��� � ' _ _ ������ i�������� �n��r� �� I�t �� �� . � � 1�. �l� ����r��ti�r� ���I� �� 'r��t�lE�� �� ��� ri ht-�f�� . . � �� ���t �r��l� �r�t�rf�r�� ���f� ������ �� �r���� � � r � �� � �-� � � � � �� �r � r-� � r� � � f� � r-� i �� I rr� � i r� � � r-� � rr � � . 1�� ������ �r�� ���� i� ���� �n��r ����� lir� , . �� �� ��r �r���r �tr� ��� �-�� n�ti� �h� F�� ��r� � � Tr�r-� � � ���i�r� �� ��-t��r��, � � �-���-����. � � �'. �I� h���r���� r�n���ri�r� �r<<I �� ������ �� �h � � ri� �� �f ���, ��� F�� ��r����� ���I��� ���ur��r�� "�������� II� i �, . � � ����»I� � ���� �r�� �r��l �d�� ��i ��� �� �������� a �r� �[� d i r�� � ���f���rt lir�r�i��ti�r� �� ������-���t�i� `r� � , � � � 1�'1���1"I�� �����Il�l�� I''"1""���� ��t�� ��I� �I����� . � �� ���� ��� ��t�� � ��a I�� �r ��r� ��� �� � �- r�+ . � � � � � �� �� ��r����r��� J�r���� �.� �1 �f�l�rr����� � � �ip��r��l�� �l��rrr��b�� �� I��i��� ��da���ti�� rr����ri ' � � ��� � ���r�»��� �� ��� �� �� ��� ��r� ��r �r ������������ t����i� ��� ir������� �r--r ���r�� Er��l���� ir� . . . , � � t�� ��f�r� �t� �r� �f ���� ����� �� ���i� �����, r��t��-E�I� �r ��I�������� u���� �r� I�-I�������� 1�1����`r 1 ;� � a� � � ���, �--[�������� I�I�t����f ���� ���I��t���l� ���r�� ��� ir������� �� r����� �n� f���r� I � � � ���I a �t�t� �r�� ������I ��� ��I��i� �� t�� � �r���r�r���r�� �r-�� �r��������r���l ��r��i�i��� i��lu�ir� � � . , ����tl� � u� I� r-��-r �t�t� � r� a t� � F���� � r�� ��r���r���i�r� � r�� 1������ ��� �� � ��� "����� � , � � �� � �.�. �. ��� � �� �� , t�� ��� r���r����� � :� � � �r��ir�r����t�l ��� �r���� ���-r-� �r������� �n� Li 'I� �� �a � � ��� i�� ��t �� '� ���a ��I��L� �� l� ��,�. � �� ����� �i -����t �� ���r���� � �I�� �� ��-f��� �r��r��r-����t� r� - , � � � � F-�������rr��t��r� ��� �� � ��� �i���l��"�� th� H��r����� �1���r��l �'��r�� �r���i � �r� ���, �� �.�.�. ����� �t �� .� ��� F�����I : � � ���r P�II uti�r� ��r��r�i ��� �� �.�. �. � �� �1 �� � a � �'��., ��� �I��� �ir��t �� �..l.�.�. ��� a � �� ��.� ������r�� � n d I�i� �it �� ��� l� ���1��f�� �� � �� �� �� � �C�� �I��r� ��t�r- ���, �� ���,�. ����I �t �� . " � � � � ��� ���i� ��I��#�r���� ���tr�l �► ��, �� �.�.�. ������-����, tl�� ���� �r'ir-�I�i� ��t�� ��� �� * . � � �.�,�� ���������� � ��� ��� �f�� r�� �I�t��r�� � � a �r����� � �r�� � ������ r���r �r �����f��r- r�r� u I � ����� ���r�� ��1 �r. � � �. �r��l� �� � ��t �i r���r i� r��t �� �� i I�� �r ' . . � ������� �r� �r-r��r ri I��i��-r�� ��r �� �� �II���� �� �� � � ���r��� ���r� �r ir� ����� r��ir�it t� �1�� ��r����t�r� �r l� � ���r� r�, ��. f�� ��r����r�� �r ����r���i�r�� ���� �� ��il�ir� , . � ��, ��r����� ��rn�� �� �� � � �l�l � I�11�] ��I� a �� �I���r��r-�� ��ui�r��r��� ���� f������ �t�. �r��l �� �rr�r� F - - � � a � �� � � r� t � � r�i � �r � �� �� . � ��. L�r-r�����ir�� �r� �r���� �� I��-��-�� r� �r�r�i�t��l �I� � . � � � � r� ����r ���r���� I�r�� ��� � r-� I�r�� � � � �� �rEtir��, �� li���ir� �� � �ir��cl��- � ����� ��� �II���� �� � � � � tl� � �� � � �-��-���. � ��. �� ��r� �r ��rl� ���i �����r� ���I �� �rr�ni��� �r� th� ri _ _ � � ��i� �� ���. ��, ��� �i��l �r�� � ������i�� ��r����� � r�� r-M��� �� � r��r� � . a � ��� � ��I� �������a ���II r��i�� �r�� �� �I�� � ��l I��j r�� �r�����i�� ��rri�r��; �1 � �� n �r�t� r�����i�� � r+ . � � �� ��� ������ ��� ���F�� � � r�� ��� �i�� �C��� �� � r� i r� i r� � r� �f ��-r� � ���� �f�i�l� i� �� � 1 ��� �i � • . � � � � � �� a� � � i� ��� � � ���r� �r� � � � � � ���� �� �� �� � � � �i�tf� ������, �itf� t�i��� ����� �������� I��rr�r�rt� �� �t I� � ��t �r�� �� � f��� ��I�� �f�� ��r���� �� �i��r �r���� �� ��������� �h� �� � �lir�� rr-��i�� �� � r� r � * � � � � �� ���t������ ����� ����r� � � � �[���� � ����t�i� ���ii iti�� � r� ������� ����� ���n� r����� I �F�� i �1 i � � � � � � r�� � ����r��� ����r� �1�����t��l�� ��� � r��� r�� �� ����, �r � �rh � r� �����ri � ���il ����� ��� ��� � � ���� ��i�� r�� r�� �n�t�ll �� � � , � � ���f�� �� � � � �� I� � � � t � �� � � � � � �� r � r� � � i r� � r�r �f � � � r-� � � �� �� � * � � � � � ����n �� ������r� �I� � � �� fr�� �r� � ��� �� ����r�r�ur�� �l���ri� ����I��i��, � � . �l � �� �� � � r�l r� r� t� � �- r� � r� h � � � � � `r � � � � � �r-� i �k� � �� �f� i r� � � r�' _ _ � � � � � � �f �a �� ��. ��� �r��ir�� � �����r� t[��� �I���� ����r �� �r�� � . � � � � ����� �r��� �r� � ���-��t� ���rrr��r����- ���� r� �I�� r�i�[��i������ �r I�rr�i�� ������ �� �r �r��r�� �r-r��r�� ���ilitr � � � ! � � . r �� �� �r���i�it��* ����n��� ����lr����r� �ill ��� �� ���� 7f� �� L� � I����� � I�������� � ���f� �� ����� �� r � � � ��, I�� b�r�ir� �i�� �r ���,�r � �f it� �riCl �� ��-�-r���t � � � - - � �� � � � � �r�r��� � r� �I� � r� I�# �� r�� . � � ����m�r�t � r�� I�i�l�# �f 1��� �� � 1 � � �� �� PARCEL 5PE/5CE D2202837901•1/04/2020 04:10 PM Page: 1 of 8 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records . -����, , MARY LOUISE NICHOLSON COUNTY CLERK . NOTICE OF GONFIDENTIAUTY RIGHTS: EF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE plYy OR ALL OF THE FOLi.OWING IN�ORMATION FROM TH�S 1NSTRUM�NT BEFORE IT fS FILED FOR RECORD IN TFtE PUBLtC R�CORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S UCENSE NUMBER. G�'W PraJect No. 1021�2 Hanna Ranch C.f.P. Sanitary Sewer Interceptor PARCEL #� 05 PSSE 4504 Anglin Gir. FarE Worth, 'Texas 76140-4205 Tract 39B, Abstract 9375, Shell�y Caunfy Schoo( Land S�urvey ,�:%.,r{?�.�t:�;� ;� ��,r-, ;:;,�,'��,u��r�;���' STATE OF TEXAS � �r ��'����_a.�7�� S�J �S� COUNTY OF TARRANT � �OW ALL MEi� BY THESE PRESENTS CITY OF FORT WORTFi SANI7ARY SEWER EASEMENT DATE: S2�7 Z�, 2�2� GRANTQR: Michael Nikov�ch GRANTOR'S MAILING ADDRESS (including County); 4501 Angiin Cir. Fort Worth, Tarrant County, TX 76'�40-4205 GRANTEE: CETY OF FORT WORTH GRANTEE'S MAILINC ADDRESS (including Counfy): 20d TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSiDERATION: Ten Dollars (�10.00) and other good and va[uable considera�ion, tF�e recei�t and suff�ciency of which is hereby aclmowleclged. EASEMEI�iT PROPERTY: BEING more particularly described in the atiached Exhibit ��A,� . Grantor, for the consideiration paici fo Grarrtor and other good and vafuable consideration, hereby grants, sells, and conveys to Grantee, . its successors and assigns, an exclusive, perpetual easernerrt for the construciion, operation, maint�nance, replacement, upgrade, and repair of a Permanent Sewer Line Facifity, hereafter referred to as °Facilit�°. The Facilify includes all incidental underground and aboveground attachments, equipment and SAPlI7ARY SENlER EAS�MENi Rev.20200227 RTi�rO . . . .i • i i : ... .. . . ......�nrn�q.o;o-,o�rro�nrr�?ri,,..r,;,:•,......,...................,..i��,....... ... .... t�l ..... .....;.� , NOTICE OF CONFiDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THiS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLlC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CFW Project No. 102152 Hanna Ranch C.I.P. Sanitary Sewer Interceptor PARCEL # 05 PSSE 4501 Anglin Cir. Fort Worth, Texas 76140-4205 Tract 39B, Abstract 1375, Shelby County School Land Survey �1�.�1�%!;�� -? �! �r ��lj'��,�;'�Y STATE OF TEXAS § �E' �������DC� SLjW_-CS� COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH SANITARY SEWER EASEMENT DATE: S2p 23, 2�2� GRANTOR: Michael Nikovich GRANTOR'S MAILING ADDRESS (including County): 450'I Angfin Cir. Fort Worth, Tarrant County, TX 76940-4205 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufFciency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the aitached Exhibit «A,�. Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, . its successors and assigns, an exclusive, perpe`tual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Faciliiy, hereafter referred to as "Facilit�'. The Facility includes all incidental underground and aboveground attachments, equipment and SANITARY SEWER EASEMENT FO�, Rev. 20200227 appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Easement Property and more fuiiy described in Exhibits "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and afl times to enter Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility, In no event shall Grantor (I) use the Easement Property in any manner which interteres in any material way or is inconsistent with the rights granted hereunder, or (I1) erect or permit to be erected within the Easement Properly a peRnanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building peRnit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to, restore the surtace of the Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or. adjacent to the Easement Tract which may have been removed, relocated, aitered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitfed before the 10�' anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which the Easement Property was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. TO HAVE AND TO HOLD the above-described easement, together with alI and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully ctaiming or to claim the same, or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] � SANITAF2Y SEWER EASEMENT F0� Rev. 20200227 GRANTOR: Michael Nikovich By: Michael Nikovich GRANTEE: City of Fort Worth By (Signature): (Print Name) Title APPROVED AS TO FORM AND LEGALITY By (Signature): (Print Name) , Title ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF ���,P��� � BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Michael Nikovich, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Michael Nikovich and that he/she executed the same as the act of said Michael Nikovich for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this I� � day of � , 20 20 =<'`r °�a, TERRY LVNN BECK � Notary ID #24728Z6 ���, YP MY Commission Expires EOF��' September 21, 2p22 � Notary Public in nd i the State of Texas SANITARY SEWER EASEMENT FORT WORTH. Rev. 20200227 � GRANTOR: Michael Nikovich � By: Michael Nikovich GRANTEE: City of Fort Worth By (Signature): (Print Name} Dana Burgh ff , itleAssistant City Manager APPROVED AS TO FORM AND LEGALITY MGI�" MUYYGIY Bj/ �SIgf13fU�@�: Matt Murray (Sep 23, 202014:13 CDT) (Print Name�att Murray , Tit�e Assistant City Attorney Ordinance No. 24161-04-2020 / No M&C ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF �'/T�,��,IJ� § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Michael Nikovich, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Michael Nikovich and that he/she executed the same as the act of said Michael Nikovich for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this I� � day of � , 2p2D ;,��cr oU�' �RRY LYNH BECK ^ Notary 1D #24728z6 ��foF�,r My Commission Expires September 21, 2022 SANITARY SEWER EASEMENT Rev. 2Q200227 � Notary Public in nd i the State of Texas FO�, ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT § § BEFORE ME, the undersigned author�iiy, a Notary Public in for the State of Texas, on this day . personally appeared Qana Burghc�o�� Assistant C�ty Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFfICE this �23rd day of September 2�p ��``�arp''� SELENA ALA � 10 �a�� :r°:�• ::Notary Public, State of Texas �911�,+P� Comm. Expires a3-31-2024 ''�;°;; �`� Notary ID 132422528 SANITARY SEWER EASEMENT Rev. 20200227 Notery Public in and for the State of Texas Foe�n�. EXHIBiT "A" LAND QESCRIPTION PARCEL 5 — PSS`E 40-FDOT PERMANENT SANITARY SEWER EASEAAENT OUT QF:A 20=�5-ACRE TRACT OF LAND SITUATED IN BLOCK 39 0F T�iE SH'ELBY COUNTY SCHOOL LAND SURNEY, ABSTRACT NO_ � 3�3, Ti4RRANT COUNTY, TEXAS BEING a traet of land situated in Block 39 of the Shefby Coun#y School Land Survey, Absfraef No_ 1375, Tarrant County,. Texas, and being a portion ofa called 20.55-acre tract of fand described in instrument to Michael Nikovich and wife; Mercedes J. Nikovich, as re�rded under Volurrre 6478� Page 560; of the-Deed Records o€ Tarrant County, Texas ('D.R.T:C_T.), and 6eing more particularly described by metes and bounds as follows: BEGINNING at a 1-incFi iron pipe found at the northeast corner of said N�kovich tract; THENCE South 00 degrees 31 minutes 43 seconds East, a�ong fkte east Iine of said Nikovich tract, passing at a disfance of 1279.77 feet a 1/2-ineh iron rod found on the norfih right-ofi waylme ofAngfin C'rrcle (an apparent`55-foot right-of way) an- d' continuing a total distance of 1310:46 feet to a point oFl the approximate centerlin� of Anglin Circle, said point being on the north I�ne ofi a 25-Foot R�ght- O#=Way Dedication as shown on fhe plat of Lots. 1& 2; Block 1, Karanges Addifion, a� addi�ion to The City of Fort WortFi, Tarranf' County, Texas, as recqeded und,er Cabi.net A� Slide 326�, of the Pfat Records of-Tarrant County, Texas (P.F2:T.C:T:); THENCE Soath 89 degrees 28 m_inutes 17 seconds West, along the norfh line of said right-0f-v�ay dedication! a distance of 40.00 feef to a poir�# for comer; THEI�CE North 00 degrees 3:7 m�nutes 43 seconds Vllest, aver and across said f�ikovich tcaet, a distance of' 13'l Q.65 feet to a point on the north line of said Nikovieh #ract; _ THENCE North 89 degrees 45 minutes 97 seconds EastF along t�e nor�h ;line of said Nikovich tract, a distanee o� 40.00 feet to the POINT OF BEGINNING and CONTAINFNG 52,422 square feet of 1:203 acres of lartd, more orless. Nates: 1. Bearings are based on the Texas State Plane Coordinate System, North Cerrtral Zone (h202), North American Datum 1983 (2011). 2. This suGvey was comple#ed without the benefit of a current title poticy or cornmitment. There rnay be additional easemer�ts and/or rights-of-way tha� affeet this property fhat Nuitt: Zodars, In- c_ has not been advised of. PARCEL 5 — PSSE 1 af 2 3. An exh'rbit map of even sur�ey date herewith accompanies this tegal description. I certifjr thaf this survey was: performed on the ground under my supervision_ Mitche[I S. Rilfar, Registered Professiona[ Land Sur�eyor Texas Registration No. 5491 Huitt-Zolfars, Inc. Firm Registrafion_No. 1Q025600 1717 McKinney Ave., Suite 1400 Dallas, Texas: 75202 Date: December 10; 2019 �' � E-o F T� �> , :"rt �-�J • ���G`� R�df-�(P ""� 3TCHELL S1aGU1V RiLLA '��� �, ;�� b49� �e,:��' � � �/� �ss�o y 1!'�� V ���_ ��l�.v� � PARCEL 5 — PSSE 2 of 2 °� = n mp G] � O T C� � � �� � D I�> �u Z 1 `ri fN�. � � � •'\ n' � �C ��� .o < � r • ry < �: ��'y rs y `• � ri � �:•� ��T � <"y < . h ^�� �;c�� i� � �:(A 'i �`� ��� O m � =� , -.� ?-� o `�� � ��v �1•� � O � O m O � Z � 0 � _ W c z N �;� ppv0 mm �m �� n m � �,��� ��� n � �Xr`_ dD � <- T p.m X N (A N � ^. ?�m � ; om o d � W �, V � o � D� m i c o -a �T� �7 > p _ N :� '� a<� N rn D '{�,A -zi rn '�m�"�.-.Z� �yn� � -13 )-��pD�a ��zp n Z3 -��N m—i zy��,,r-I <�2c ;r .'(1 � �'.O �m- � �. cn�� � m D v � 0 T N N 'O m � � mz� cD_n m m Z Cn p o��O � � T �' z�� ��t � z a m D p =�D .� p � m � Q myo• < � �o z�Z -� � p m (� 3 2 a�c . � � W f) fn O ia Z fn 0 1 D ' '�m ( r I D , � < � T C7� r � o�< � I om�z z��o :��Z� no�T m � �a<?n � _ I 1 mD Z�-D-Om2 zR, ��m�Zy �> :1m���.0 �o z=�mo� ny Oyy1T� 3.� Z����'mC�- m0 zz gA�m�o rttp < m� �T� m=0-y.z� 2 � Q D � < 1 1 m Z � C � m� O T mG �DQO� 3< ���(�C � < -+ �. �m �D��m z v ai:s N ��� O O •�• z �_y mzzz c� vNi.es z 4 a �m. a � Q s z m� m `� "'i��� op c-�. Z� M o Z z C � i � K�'+'� � ; a t��i N N � o � � �oo-� my��oZ �O k � y �� z a � � m � O � 0 n � W �il r ;� F�*1� �� 7� o. Z D ^' D v � a �: m = mm � 2� � � o � .� (� � C� r m� rr �• o� _ o y O �� z ^�:o �I zF m o c� Z � o o� � C�i D OCAim m�a,oz O � v y Q co-m�c�i �'1 � ? _ N-.� � �oZ - o n o _� m N U D � �a � �N � f7 p � �m o W DN m � mo z -�J - L N 0 O y Z 9 f� Z 0 f � On�'� <.� � � p �_-n. � [A %G �jZ� NLr � � � n� � V-�1 � � rn � O �' � m i�m o � a � C�Q� Z m_ imi �co � — �: � o � ? �� O � � � Qm-� � ��� � _�+n�iaoie NOi1MJOT31tlNIX011delY N N �� O wn�irirm � � � D `� ��m �' �. � � D z � D �{ � � _ - v m �O'n � � C = > oAmm. CQ'�p�Z. �-.p-9.O m: ID.� D '.c�i.m m-m, �o 1� u,: ��m.�m. mc�p O i-=-� �N ID m �':� A D O mm < I � � �"� n Q rn c x _ � � o0 � �� � _ _ Q O_ _ - r fr w � � U► v m� G<:� � O�Z �Otup� N D � A � < r. :1 °' Z � -G n�y 10C,m �m�. � � � � Z �> OZ Z O. Z (� 0 0 ; w A p W w_ _ _ � m i � w � W � � I I �: m m A ODZ I O�py � � O � � I QamoZf�f ��ca, � mm"j A � � � a 2 I � D OZ Z O I I n � O �D� � z- m m -[�tn �A p D �ma � Na mo z _ � / - --��_ e � 0 Z � 0 T O � O � ' N ao v � � ANGLIN CIRCLE - (ANAPPARENT 55' RIGHT-OF WAY) D22028379111/04/2020 04:10 PM Page: 1 of 8 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -���� • MARY LOUISE NICHOLSON CAUNTY CLERK r� NOTfCE OF CONFIDENTIALITY R�GHTS:IF YOU ARE A N,4TURAL PERS�N, YOU MAY REMOVE �R STRIKE ANY OR ALL �� THE FOLLO1NlNG I�iFORMATION FROM TH1S INSTRUMENT BEF�RE IT !S FfLED FOR RECORD iN THE PUBLIC REC�RDS: Y�UR SOCIA� SECURITY NUMB�R OR YOUR DRIVER'S LICENSE NUMBER. CF1N Project Nn. 102132 Hanna Ranch C.1,P. Sanitary Sewer Interceptor Parcel # 05 TGE 4501 Anglin Cir. Fort worth, Texas 76'140-4205 Traci 39B, AhstracE 1375, Shelby County �chool Land Survey - i"l °c.- �� 1`% ! �,, { ..� �. �• � a�r.. �.: �,� � I'Y� �t�"i i �� �9 STATE OF TEXAS § �� �C�. �OOI��Od O� S�S�GS'� COUNTY OF TARRANT § KN�W ALL MFN BY THESE PRESENTS � Cl'�Y OF �ORT WORTH TEMPORARY CONSTRUCTIOP! EA5EMENT DATE: Sep 23, ZOZ� GRANTOR: Michael Nikovich GRANTOR'S MAILlNG ADDRESS (ncluding Caunty}: 45Q1 Angfin Cir. Fort Worth, Tarrant County, TX 76140-42Q� GRANT�E: G[TY OF FORT WORTH GRANTEE'S MAILING ADDRESS (inc[uding County): 2�0 TEXAS STREET FORT W�RTH, TARRANT COUNTY, TX 78102 CONSID�RATtON: Ten Dollars ($1 d.DO) and ather good and valuable consideration, the receipt and s�fficiency of wilich is hereby acfmowledged. FASEMENT PROPERIY: 8ElNG more particularty described in the attached Exl�ibit ��A,�. Grantor, for ihe consideration paid to Grantor, does hereby grant, bargain and canvey unto Grantee, its successars and assigns, the use and passage in, over, and across, be[ow and along the Easement Property situated in Tarrant County, Texas, as descn"bed and deQlcted ira accorciance with Exhibits `A" and "Ba, atiached #�ereto and made a part hereof, and ingress and egress over Granto�s property to the Easemertt Property. Temporary Consfruetion Easement Rev. 201812'[ p Fo�rrWoR . . �. .. . . � . . � i i ..... ... . ..:....�,..P�9¢a:tl:i�l�wpm,rt'qlnqlnp„�p,..,.-I.., ..........p.�. ....�.... . . . _ . . . .....i .....�.,..... .� . . . . , 1. NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM TH1S INSTRUMENT BEFORE IT IS FILED FOR RECORD 1N THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CFW Project No. 102152 Hanna Ranch C.I.P. Sanitary Sewer Interceptor Parcel # 05 TCE 4501 Anglin Cir. Fort Worth, Texas 76140-4205 Tract 39B, Abstract 1375, Shelby County School Land Survey �, , ', -r- �-p r- .� -.: i :q sVl i." R� i L_�. i.�l..:' iL� r?I� �'� �'� STATE O F TEXAS � (� �� 00 Ol�do D U� 4�� G s� COUNTY OF TARRANT § ��W ALL MEN BY THESE PRESENTS ^ CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: $ep 23, 2�2� GRANTOR: Michael Nikovich GRANTOR'S MAILING ADDRESS (including County); 4501 Anglin Cir. Fort Worth, Tarrant Couniy, TX 76140-4205 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAiLING ADDRESS (including Couniy); 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76702 CONS[DERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached Exhibit «As,. Grantor, far the consideration paid to Grantor, does hereby grant, bargain and convey unto Grantee, i�s successors and assigns, the use and passage in, over, and across, below and along the Easement Property si�uated in Tarrant Cauniy, Texas, as described and depicted in accordance with Exhibits �A" and "B", attached hereto and made a part hereof, and ingress and egress over Grantor's property to the Easement Praperty. Temporary Construetion Easement F'0�, Rev. 20'1912'I 0 It is further agreed and understood that Grantee wilf be permitted the use of said Easement Properly for the purpose of constructing sanitary sewer improvements. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. � TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, tf-ieir heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to cfaim the same, or any part thereof. This document may be executed in multiple counterparts, each of which wilf be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Temporary Consbvction Easemerrt FO�, ReV. 20'I 9'12'I 0 GRANTOR: Michael Nikovich By�%r������ �� Michael Nikovich GRANTEE: City of Fort Worth By (Signature): (Print Name) Title APPROVED AS TO FORM AND LEGALITY By (Signature): (Print Name) , Title ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT § § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Michael Nikovich, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Michael Nikovich and that he/she executed the same as the act of said Michael Nikovich for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �O � day of , 20�. LraY P4B TERRY LYNN BECK i � Notary ID #2472826 N„ � My Commissio� Expires �rf OF t�'+ September 21, 2022 �� �� ��� Notary Public i and fo the State of Texas Temporary Construction Easement FOR�, Rev. 20191210 GRANTOR: Michaei Nikovich By`�J�,���i�� �! !.� Michael Nikovich GRANTEE: City of Fort Worth By (Signature): (Print Name) �ana Bul'gh ff eAssistant City Manager APPROVED AS TO FORM AND LEGALITY M�ff Murr�v Bj/ �Sl9fla#U�@�: Matt Murray (Sep 23, 202014:13 CDT) (Print Narne}Matt Murray , Title Assistant City Attorney Ordinance No. 24161-04-2020 / No M&C ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT § � BEFORE ME, the undersigned authority, a Notary Public in and for the S#a#e of Texas, on this day personally appeared Michael Nikovich, known to me to be the same person whose name is subscribed #o the foregoing instrument, and acknowledged to me that the same was the act of Michael Nikovich and that he/she executed the same as the act of said Michael Nikovich for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� day of , 20�. .�rRY PUd TERRY LYNN BECK _ � Notary ID #2472826 a � My Corr�mission Expires ��F pF t� September 21, 202Z Temporary Construdion Easement Rev. 2019'129 0 l � �.. ' ` �Tl Notary Public i and fo the State of Texas Fo_„�o�rH ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT § § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Dana Burghdoff Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the Ciiy of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. G1VEN UNDER MY HAND AND SEAL OF OFFICE this 3�� day of September 2a0 , � ����aY';L�,� SELENA ALA =2 P :�e�;Notary Public, State of Texas ;�91 �+;; Comm. Expires 03-31-2024 � .,;,o�� �.�` Notary ID 132422528 Temporary Construction Easement Rev. 20191210 o ary Public in and for the State of Texas Fo�rrt�t, EXHIBIT "A" LAND DESCRIPTION PARCEL 5 — TCE VARIABLE-WIDTH TEMPORARY CONSTRUCTION EASEMENT OUT OF A 20.55-ACRE TRACT OF LAND SITUATED IN BLOCK 39 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT COUNTY, TEXAS BEING a tract of land situated in Block 39 of the Shelby County School Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion of a called 20.55-acre tract of land described in instrument to Michael Nikovich and wife, Mercedes J. Nikovich, as recorded under Volume 6478, Page 560, of the Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more particularly described by metes and bounds as follows: BEGINNING at a 1-inch iron pipe found at the northeast corner of said Nikovich tract; THENCE South 00 degrees 31 minutes 43 seconds East, along the east line of said Nikovich tract, passing at a distance of 1279.77 feet a 1/2-inch iron rod found and continuing a total distance of 1310.46 feet to a point on the approximate centerline of Anglin Circle, said point being on the north line of a 25-Foot Right- Of-Way Dedication as shown on the plat of Lots 1& 2, Block 1, Karanges Addition, an addition to The City of Fort Worth, Tarrant County, Texas, as recorded under Cabinet A, Slide 3268, of the Plat Records of Tarrant County, . Texas (P.R.T.C.T.); THENCE South 89 degrees 28 minutes 17 seconds West, along the north line of said right-of-way dedication, a distance of 546.30 feet to a point for corner; THENCE North 00 degrees 10 minutes 17 seconds East, along the west line of said Nikovich tract, a distance of 25.00 feet to a point for corner; THENCE Over and across said Nikovich tract the following courses and distances: North 89 degrees 28 minutes 17 seconds East, a distance of 446.00 feet to a point for corner; North 00 degrees 31 minutes 43 seconds West, a distance of 635.13 feet to a point for corner; � North 89 degrees 31 minutes 47 seconds East, a distance of 30.00 feet to a point for corner; North 00 degrees 31 minutes 43 seconds West, a distance of 650.70 feet to a point for corner on the north line of said Nikovich tract, from which a fence post PARCEL 5 — TCE 1 of 3 found at the northwest corner of said Nikovich tract bears South 89 degrees 45 minutes 17 seconds West, a distance of 604.26 feet; THENCE North 89 degrees 45 minutes 17 seconds East, along the north line of said Nikovich tract, a distance of 70.00 feet to the POINT OF BEGINNING and CONTAINING 122,693 square feet or 2.817 acres of land, more or less. Notes: 1. Bearings are based on the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (2011). 2. This survey was completed without the benefit of a current title policy or commitment. There may be additional easements and/or rights-of-way that affect this property that Huitt-Zollars, Inc. has not been advised of. 3. An exhibit map of even survey date herewith accompanies this legal description. I certify that this survey was perFormed on the ground under my supervision. oF .�P�E....... rE-� � . ����T��:. � 9 * :' � �'. * . MITCIIE,.L .. ILLAR .... . ........... ...... :... ... . ......Pv:: ....... 491 r' �' �FESS'Ch�•• O� �� SUR�L� Mitchell S. Pillar, Registered Professional Land Surveyor Texas Registration No. 5491 Huitt-Zollars, Inc. Firm Registration No. 10025600 1717 McKinney Ave., Suite 1400 Dallas, Texas 75202 Date: May 6, 2020 PARCEL 5 — TCE 2 of 3 L��OlB'LlOI '1'�'1'2!'d 89Z£ 3411S 'b' '8b'� NOI11QaH S3JNH2lb')1 �AHM-�O-IHJI2! �SS 1N321HddH NH) 31�2i1� NII�Nb' � � \ O Z ZO a� ZWn O � �- Z !� � � F Z � w�a� Q� �Z�F Z�17 � � O� I O S� o�°'o i W�N� W � V O � } � ~ J W J J � � � m > � � � U � � � a�o Ul � J W m� � Lf1 J� I � � ? J � Q � � M = z I W _ _ � —v r- ---� r � V � � r � O T m F-- Z � � W O Q _ } U X J W � Z W ao m mm J u� � 1�1 o=�o I o �» N � � � n mw��� Z=�rnV o~ W LL U # � �tn�j�� I� Z mw�o OZ � � j � Z 2 = Z (7 � �~ dm UO � � W APPROXIMATE LOCATION — — -'—� BLOCK LINE � a � �- � � � � � _ � � � ��� r � ti � Wa~ � v W � p W V� � N � J M ~ W � U } m U }O FZN~ ¢ � �� w��a Z �OOO � o � o V N O O � a � co � � eh C`7 0 O Z W p � o �o � � � � w Z � i U � J m c'� lL) c� co � � M 0 0 Z W p - O � o � � � o� � z � � ~ aw �w � � H Z W � � O � � � W � � � � m � W pMj Q QtnV t0f� QOQcN.�m >c�a �c•i � � V � J m S 89°45'17" W 604.26' 1 l Z o m U � ow� w 0 U � J � � � 3 a a � Q U i1') N ui LLs > _ U QY� a =ZC�F,� ��a�N m °W��w Z W J � J W � � U Q W � U � � � G Z W � w ag N w � Li � w �� O ►Z- U O o W yU J Q 7 V m� � oZ � V Wm � ���o O � N= W o a � a� J I � 0 o � o� Z N W �J f-.� FZ-OZ2� Sc'�°~g 07pQ0 ~a¢�� u� - o�m�=u: HHy�QO ¢ � aZ�� vWi }- ��Q w > ��wOW Q V H Z� W � Q Q a m W 0 `Zfq�� � �z�z ��H W F(n � � � W � W W = I � =wO�¢LL� O� HmUWQ? �o ��-m ��T�� �rn�D ��v � a � I � �m I I i - - � I I W}�� I LLs J p V > Z � H O�-m� Q � � � I Y p }�# I Z�O LL O a Y � � � I O y � O � _ < o� � z ,��,,k,�"=w �zz�� cn � � o� � a a N a� � � - � � z � � � � N � � � � � � ak' � � wzc�z � � � d � F cNn � ===�a� � cg���na� a •�• O O ��� � ��a � U — — o� a� w U Z � z O 0 w � 2' O Wp a� Q> � � W �� �Y y � �� �� Q � _� �z }� LL � �� �� U F W � Q >� w �. m � X Zw >� w� ow oa �� a0 �U U V �n Q oF J � f) W W J � Q 2 W L� 3 0 � a� o � w p p i- ���U O Q � ~ �w o� 0 �0 Z U a � S � 0 w c� Q � M � Z N � w � f¢q U m M X 2 � OI ��� a � = Z Q Z w ¢ p � U C7 W � � � Z m F a O 2 N Z W � � O O m ¢ a Z m � � � N � fi � � Z W F m m a � � W � o Z � QWw��„'� � V U � �a O Q Q v X �a��z� z � �F�op�� m � W F U� O W�W c1�az J Z � W � Q Q O � � � � �U c�i ��� Q � N � (n > � � U � O z m O U r � � o � �o n v °O `-mv y�� .��V � N � =0 �LL cn > N ] �,X� � ��F� c c �? N N U �� [0�20 o r` v �� � •� a� = C O a * : � . �'i�:'••. Ci'O ��� '�: �d'.� ��.��� — �; j �;� �: '�� �':� O:S�1 '�d- w;J w'•.� �-�' o: �' �d:d '�: p '�S � � �:�: � � : PARCEL 7PE/7CE D221084090 03/30/2021 10:50 AM Page: 1 of 7 Fee: $43.00 Submitter: Niels Brown Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CFW Project No. 102152 Hanna Ranch C.I.P. Sanitary Sewer Interceptor PARCEL # 07 PSSE 4501 Anglin Cir. Fort Worth, Texas 76140-4205 Tract 39B2, Abstract 1375, Shelby County School Land Survey STATE OF TEXAS § § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT CITY OF FORT WORTH SANITARY SEWER EASEMENT DATE: / � U C� / GRANTOR: Nick Karanges and Gayle Karanges GRANTOR'S MAILING ADDRESS (including County) 821 Doral Dr. 3802 Plum Vista Place Mansfield, Tarrant County, TX 76017 Arlington, Tarrant County, TX76005 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and SANITARY SEWER EASEMENT FORTWORTN. Rev. 20200227 � D221084090 appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Easement Property and more fully described in Exhibits "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interFeres in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surFace of the Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to ' restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which the Easement Property was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] SANITARY SEWER EASEMENT Rev. 20200227 Foe�r W�o�e,rH. Page 2 of 7 D221084090 Page 3 of 7 GRANTOR: N ---- . __. _..�__ GRANTOR: Gayle Karanges �, By: , yl K ra ges GRANTEE: City of Fort Worth B g ) --��--�►- �ea� y(Si nature : ste�e o ke (Feb 23, 2021 14:31 CST) (Print Name)St2V2 COOk2 , Tltle Property Management Director APPROVED AS TO FORM AND LEGALITY t/���cr.r� ����r By (Signature): �' (Print Name) �att Murray , TitleAssistant City Attorney Ordinance No. 24161-04-2020 / No M&C ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF � G-t-r�c�� § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Nick Karanqes, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Nick Karanqes and that he executed the same as the act of said Nick Karanqes for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this \la..�-h day of � c�����r' , 20�C�. SANITARY SEWER EASEMENT Rev. 20200227 Notary Public in and for the State of Texas ;?a�°'pY'`e��: CAROLE BIEDRZYC4Cl =*� N9y Notary ID # 7t19184 FORT WORTH. : m•. : rn: :'>F oF ie+r' �xplres Febrtl3ry 18, 2022 �— D221084090 STATE OF TEXAS § COUNTY OF �/",�''qy��§ ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Gavle Karanqes, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Gavle Karanqes and that he executed the same as the act of said Gavle Karanqes for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �Y�l�Gm � �r , 2ol-v ;o�`aY °6s� TEttRy LYNN BECK ^ Notary ID #2472826 Y;,F,�� MY Commission Expires September 21, 2p22 STATE OF TEXAS COUNTY OF TARRANT -3 2� day of �- ���� Notary Public ' and f r the State of Texas ACKNOWLEDGEMENT � � BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke , Property Management Director of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 23rd day of Digitally signed by Niels February 2021 , _� Brown � — i Date: �0�1.0�.�3 �0:�0:�1 o,�p,RY/'ve, NIELS BROWN _ -06'00' Notary Public Notary Public in and for the State of Texas *O* STATE OF TEXAS N9��FS�+� My Comam.lExpl Nov0526, 2022 . SANITARY SEWER EASEMENT Rev. 20200227 FoR�rWroR�rH. Page 4 of 7 D221084090 EXHIBIT "A" LAND DESCR1PT10N PARCEL 7 — PSSE 3Q-FOOT TEMPRORARY CONSTRUCTION EASEMENT OUT OF A REMAtNDER OF A TRACT OF LAND SITUATED IN BLOCK 39 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT COUNTY, TEXAS BEING a tract of land situated in Block 39 o�the Shelby County School Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion of a remainder of a tract of land described in instrument to Nick Karanges and wife, Gayle Karanges, as recorded under Volume 120i 9, Page 7 231, of the Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more particularly described by metes and bounds as follows: BEGINNING at a 7/2-inch iron roc! found at the northwest corner of said Karanges tract; THENCE North 89 degrees 28 minutes 17 seconds East, along the north line of said Karanges remainder a distance of 173.39 feet to a point for corner on the north line of a 25-foot right-of-way dedication as shown on the plat of Lot 1, Block �, Karanges Addition, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded under Cabinet A, Slide 3268, of the Plat Records of Tarrant County, Texas (P.R.T.C.T.}, and being the beginning of a non-tangent cur�e to the left having a central angle of 27 degrees 49 minutes 38 seconds, a radius of 227.8Q feet, subtended by a 86.26-foot chord which bears South 69 degrees 07 minutes 14 seconds West; THENCE Along said non-tangent curve to the (eft and along said 25-foot right-of-way dedication an arc distance of 86.78 feet to a point for carner; THENCE South 89 degrees 28 minutes 17 seconds West, aver and across said Karanges remainder a distance of 92.57 feet to a point an the west line of said _ Karanges remainder, from which a railroad spike found at the southwest corner of said Karanges tract bears South 00 degrees 24 minutes 43 seconds East, a distance of � 288.05 feet; THENCE North 00 degrees 24 minutes 43 seconds West, along the west line of said Karanges remainder a distance of 30.00 feet to the POINT OF BEGINNING and COIVTAINING 3,752 square feet or Q.0861 of an acre of land, more or less. Notes: �. Bearings are based on the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (2011). Page 5 of 7 PARCEL 7 - PSSE 1 of 2 D221084090 2. This survey was completed without the benefit of a current title policy or commitment. There may be additional easements and/or rights-of-way that affect this property that Huitt-Zollars, Inc. has not been advised of. 3. An exhibit map ofi even survey date herewith accampanies this legal description. I certify that this survey was pertarmed on the ground under my supervision. d • Matthew T. Godlewski Registered Prafessional Land Surveyor Texas Registration No. 6817 Huitt-Zolfars, Inc. Firm Registration No. 10025600 1717 McKinney Ave., Suite 1400 Dallas, Texas 75202 Date: January 17, 2a2a S �:- Q` .�: .............. .. IrU►1THEW T. G( �.. .... ••'� -o '6817 ! :'94 `~�SUA� Page 6 of 7 PARCEL 7 — PSSE 2 of 2 D221084090 EXHIBIT "B" S KELgY acK 39 p SuRv�Y � ��- �G��pL I.P�NS � CduNTYp,CT N�• � �� GARYP.FINLEY AND � p.85TR I YVIFE, MARYJ. FINLEY � DOC. tD199169014 � MICHAEL NfKOVICH ANO WIFE, I D.R.T,C.T. MERCE�ES J. N[KOVICH CiTY OF FT. WORTH 20' SANITARY SEWER ESMT. VOL. 4203, PG. 314 GEORGE N. MOORE AND D.R�T.C.T. YVIFE, ANDREA MOORE pOINT OF DOC. �D798005088 BEGINNING D.R.T.C.T. 1/2" iRF � N 00°24'43" W 30.00" NICK KARANGES AND WIFE, GAYLEfCARANGES VOL. 12019, PG. 1231 D.R.T.C.T. � REMAINDER � , � � L�T 7, BLOCK 1 BARTOLOWITS SUBDCVISION V�L. 388-93, Pg. 265 P.R.T.C.T. GEORGEH.MOOREAND W1FE. ANDREA MOORE DOC. #D798005088 D.R.T.C.T_ I CERTIFY THAT THIS SURVEY WAS PERFORMED ON THE GROUND UNDEi3.�2VISION. ��: :Q�- -�a ;'ti�Z �»..c........�........:... + t�rrHEw T. c,00i.Ewsai :� �.0_��6817•••..,_'. MATTHEW T. GO�L�% REGISTERED PROFESSEONAL LAND SURVEYOR N0. 8817 7EXAS FlRM N0. �0025600 r���.l���RS Huitt-Zntlars. Ina Dallas 1717 MclGnney Avenue, Suite 1400 Dallas, Texas 75202-1236 Phane (214) 871-3311 Fax (274} 871-0757 ----1�� �� � 0 0 0 �I I �I� O CTt I I r � i � � Page 7 of 7 I VOL.6478, PG.560 D_R.T.C.T. N 89°28`17" E 173.39' I ANGLIN CfRCLE 1 (A VARIABLE-VNDTH RIGHT-0E-WAY) - C.4B. Pti SLIDE 3268 — P.R.T.C.T. � �� i / ,' S 89°28'17" W 92.57' V=L� -4y�3i5.. R=227.80' CB=S 69°07'14" W CH=86.26' L=86.78' 3O" PERMANEIJf SANITARYSEUVER FLOWAGE EASEMENT , EASEMENT PARCEL 7- PSS CAB. A, SLIDE 3268 / � � P.R.T.C.T. / 3,752 Sq.Fi. ar 0.0861 af an Acre , LOT 1, BtACK 1 KARANGES ADDITfON CAB. A, SLIDE 3268 P.R.T.C.T. / _ _ / D ._— BEAU GALYEAN AND SPOUSE. < qSHLEY GALYEAN z DOC. #D213241469 > O.P.R.T.C.T. �mZ ?>�� � � O Z � p � = Q �m�� I ' r.��Q � r � mom - - D � � I 1 � � I I I RR SPIKE FTID � LEGEND IRF • IRON ROD FOUN�J, AS NOTED IPF • IRON P1PE FOUND, AS k6TE� 5/8' IRCN ROD �T 1Nhl YELLOW �ks o Pusnc caa stp�aEn '�uirr-ZounRs' uN�ss Naim on��w�� O POINT FOR CORNER THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF A CURRENT TITLE POLICY OR SOO Q SOO zOO COMMITMENT, THERE MAY BE ADDITIONAL � EA3EMENTS AND10R RIGHTS-OF-WAY THAT AFFECT THIS PROPERTY THAT HUITT-ZOLLARS, GRAPHIC SCALE IN FEET �NC. HAS NOT BEEN A6VISED OF. PlFASE REFER TO BAR SCALE. DRANANG %� �GA1- DESCRIPTION OF EVEN SURVEY DATE 11NY FlAVE BEFaI RmUCED OR ENWtGm. HEREVNTH ACCOMPANIES THIS EXHIBIT MAP. EXHIBlT MAP BASIS OF BEARING: 30' PERMANENT SAHITARY SEWER BF�NGS ARE eaSED oN rHE TExns STArE EASEMENT (PARCEL 7- PSSE) PLANE COORDINATE SYSTEM, NORTH CENTRAL 3,752 SQ. FT. OR 0.0861 OF AN ACRE ZONE (4202) NORTH AMEWCAN DATUM 1983 (201 i). BLOCK 39, SHELBY COUNTY SCH�L LAND SURVEY, ABSTRACT NO. 7375 TARRANT COUNTY, TEXAS DATE: January 17, 2020 Pg. 1 of 1 D221084095 03/30/2021 10:57 AM Page: 1 of 7 Fee: $43.00 Submitter: Niels Brown Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CFW Project No. 102152 Hanna Ranch C.I.P. Sanitary Sewer Interceptor Parcel # 07 TCE 4501 Anglin Cir. Fort Worth, Texas 76140-4205 Tract 39B2, Abstract 1375, Shelby County School Land Survey STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: % oZ �02 � GRANTOR: Nick Karanges and Gayle Karanges GRANTOR'S MAILING ADDRESS (including County): 821 Doral Dr. Mansfield, Tarrant County, TX 76017 3802 Plum Vista Place Arlington, Tarrant County, TX76005 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached Exhibit "A" and "B". Grantor, for the consideration paid to Grantor, does hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, as described and depicted in Temporary Construction Easement FOR�, Rev. 20191210 D221084095 accordance with Exhibit "A" and "B", attached hereto and made a part hereof, and ingress and egress over Grantor's property to the Easement Property. It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing sanitary sewer improvements. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Temporary Construction Easement Rev. 20191210 FoR_�a TM. Page 2 of 7 D221084095 Page 3 of 7 GRANTOR: Nick Karanaes '� GRANTOR: Gayle Karanges ., By: ; � � _�_.._.._ ayl ara ges GRANTEE: City of Fort Worth � By (Signature): ste�e o ke (Feb 23, 2021 14:31 CST) (Print Name)St2v2 COOk2 , Title Property Management Director APPROVED AS TO FORM AND LEGALITY ������ �����r. By (Signature): (Print Name) Matt Murray , TitleAssistant City Attorney Ordinance No. 24161-04-2020 / No M&C ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF��,r,� ��-� § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Nick Karanqes, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Nick Karanaes and that he executed the same as the act of said Nick Karanqes for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �Cp,-�..t� day of r� �- bt r , 20�0. Temporary Construction Easement Rev. 20191210 � � Notary Public in and for the S ate of Texas •'o�•'PY P°B%= CAROLE BlEDRZYCKI ;?: o: ='� *' My Notary ID # 709984 FORTWORTH. ::� : �; ;•'.'•.....:+�. Expires Febr�ary �8, 2022 �— E o, tE,: D221084095 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF � �Pqw� § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Gavle Karanaes, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Gavle Karanaes and that he executed the same as the act of said Gavle Karanqes for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 3�� day of ���v°in O� � , 20�0- � � ��� Notary Public i and for the State of Texas =�''aY ��e� TERRY LYNM BECK ^ Notary !D #2472826 '`�r �e My Commission Expires FOF�E September2l, 2022 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and forthe State of Texas, on this day personally appeared Steve Cooke , Property Management Director of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 23rd day of February 2� 21 Digitally signed by Niels , _ � Brown Date: 2021.02.23 20:22:17 O,�pF�Y�'(/e, NIELS BROWN � _ -06'00' Notary Public Notary Public in and for the State of Texas #O# STATE OF TEXAS N P Notary I.D. 13180512-6 9rFOF� My Comm. Exp. Nov. 26, 2022 Temporary Construction Easement Rev. 20191210 FoR_,`r�Wo�rH. Page 4 of 7 D221084095 EXHIBIT "A" LAND DESCRIPTION PARCEL 7 — TCE 60-FOOT TEMPRORARY CONSTRUCTION EASEMENT OUT OF A REMAINDER OF A TRACT OF LAND SlTUATED IN BLOCK 39 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT COUNTY, TEXAS BEING a tract of land situated in Block 39 of the Shelby County School Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion of a remainder of a tract of land described in instrument to Nick Karanges and wife, Gayle Karanges, as recorded under Vo[ume 12019, Page 1231, of the Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2-inch iron rod found at the northwest corner of said Karanges tract; THENCE North 89 degrees 28 minutes 17 seconds East, along the north line of said Karanges remainder a distance of 173.39 feet to a point for corner on the north line of a 25-foot right-of-way dedication as shown on the plat of Lot 1, Block 1, Karanges Addition, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded under Cabinet A, Slide 3268, of the Plat Records of Tarrant County, Texas tP.R.T.C.T.), and being the beginning of a non-tangent curve to the left having a central angle of 34 degrees 15 minutes 10 seconds, a radius of 227.80 feet, subtended by a 134.17-foot chord which bears So�th 62 degrees 54 minutes 28 seconds West; THENCE Along said non-tangent curve to the left and along said 25-foot right-of-way dedication an arc distance of 136.18 feet to a point for comer; THENCE South 89 degrees 28 minutes 17 seconds West, over and across said Karanges remainder a distance of 53.51 feet to a point on the west line of said Karanges remainder, from which a railroad spike found at the southwest corner of said Karanges tract bears South 00 degrees 24 minutes 43 seconds East, a distance of 1258.08 feet; THENCE North 00 degrees 24 minutes 43 seconds West, along the west line of said Karanges remainder a distance of 60.00 feet to the POINT OF BEGINNING and CONTAINING 5,899 square feet or 0.1354 of an acre of land, more or less. Notes: 1. Bearings are based on the Texas State P[ane Coordinate System, North Central Zone (4202), North American Datum 1983 (2011). Page 5 of 7 PARCEL 7 - TCE 1 of 2 D221084095 2. This survey was completed without the benefit of a current title policy or commitment. There may be additional easements and/or rights-of-way that affect this property that Huitt-Zolfars, Inc. has not been advised of. 3. An exhibit map of even survey date herewith accompanies this legal description. I certify that this survey was performed on the ground under my supervision. . Matthew T. Godlewski Registered Professional Land Surveyor Texas Registration No. 6817 Huitt-Zollars, Inc. Firm Registration No. 10025600 1717 McKinney Ave., Suite 1400 Dallas, Texas 75202 Date: January 17, 2020 0 y�' �'v �► �ca ':'N� �.. ,., M�►TTHEW �T.�G4DLEWSKI , ...........................: ..., �: A,� ss � � �,,;: �~� SURV��O� Page 6 of 7 PARCEL 7 - TCE 2 of 2 D221084095 ����: : S HELBY B��cK 39 LA�� SURVEY ' Qu�.�Y S�K�Q L� 37 5 � T � CITY OF FT. WORTH 20' SANITARY SEWER ESMT. _ VO�. 4203. PG. 314 D.R.T.C.T. POINT OF_ I BEGINNING ` ► t/2' IRF \1 p,BSTRpG I WIFEYMARY JEFINLEY � DOC. RDt99169014 � MICHAEL NIKOVICH AND WIFE, I D.R.F_C.T. MERCEDES J. NIKOVICH GEORGE H. MOORE AND WIFE, ANDREA MOORE DOC. :D198005088 D.R.T.C.T. N 00°24'43" W 60.00' NICK KARANGES AND W1FE, GAYLE KARANGES VOL '12019, PG. 1231 O.R.T.C.T, REMAINDER LOT 1, BLOCK 1 BARTOLOWITS SUBDIVISION VOL 388-93, Pg. 265 P.R.T.C.T. GEORGEH_MOOREAND 1MFE, ANDREA MOORE DOC. RD198005088 D.R.T.C.T, r � 1 1 � �I N I U7 � �I _I IVOL. 6478, PG. 560 � D.R.T.C.T. N 89°28'17" E 173.39' ANGLIN CIRCLE _ (A VARIABLE-WIDTH RIGNT-OF-WAY) _ CAB. A, 3LlDE 3268 _ _ P_R.T.C.T. . . � �34°15'10" � R=227.80' � � CB=S 62°54'28" W � CH=134.17' � L=136.18' -S 89°28'17" W 53.51' 60" TEMPORARY CONSTRUCTION FLOWAGE EASEMENT / CAB, A, SLIDE 3268 / EASEMENT (PARCEL % - TCEJ P_R.T.C,T. , 5,899 Sq.Ft or 0.1354 of an Acre / LOT1,ElOCK1 KARANGES ADDITION ca,s. a,, suae s�ss P,R.T.C.T, / _ � j __— BEAU GAL`�EAN AND SPOUSE, < ASHLEY GALYEAN z DOC. :D2� 3241469 D O.P.R.T.C.T. j�D mmZ �D�� 1 m a Z n p = n � -im�Z1 I ' w G) C? m=� --� �bm — � D I j � � I i I i RR SPIKE FND ' Page 7 of 7 LEGEND IRF � IRON ROD FOUNU. AS NO1FD IPF • IRON P1PE FOUND, AS NOiE'3 5/8' IRO� ROD �T VA7H YELLOW IRs O Pusnc c�r srnuam -Hu�rr—zour,�s- un�ss Nor�o ana�avnsE O POINF FOR CORNER I CERTIFY THAT THIS SURVEY WAS PERFORMEQ ON THE GROUND UNDER MY SUPERViS10N. OF ��r�Q'� � ��'t(f1� � ....:......................».,.i AIATTHEIN T� GODLEWS�(1 , ; :4 s8i � �,,:="' REGISTERED PROFESSib� TEXA3 PI RM NO. 10025606 4i THIS SURVEY WAS COMPLETED WITHOUT THE r BENEFIT OF A CURRENT TfTLE POLICY OR iOO O SQO 2QQ COMMITMENT. THERE MAY BE AODITiONAL EASEMENTS AND/OR RIGHTS-OF-WAY THAT AFFECF THIS PROPERTY THAT HUITT-ZOLLARS. GRAPHIC SCALE IN FEET INC. HAS NOT BEEN ADVISED OF. N0. 68'17 PLEASE REFER 'fO BAR SCN.E DRAWING A LEGAL DESCRlPTION OF EVEN SURVEY DATE NAY HAVE 9EQA RmUCED OR ENLARGED. HEREWfTH ACCOMPANtES THIS EXHlBIT MP�P. r EXHlBIT MAP .v��-J���� 60' TEMPORARY CONSTRUCTION EASEMENT (PARCEL 7 - TCE� Huitt-Zolfars, Inc. Dallas 5,899 SQ. FT. QR 0.1354 QF AN ACRE 1717 McFGnney Avenue, Suite 1400 BLOCK 39, SHELBY COUNTY SCHOOL LAND Dallas. Texas 75202-1236 SURVEY, ABSTRACT NO. 1375 Phone (214} 871-331 i Fax (214j 871-0757 TARRANT COUNTY. TEXAS BASIS OF BEARING: BEArZINGS ARE BASE� ON THE TEXAS STATE PLANE COORDINATE SYSTEM. NORTH CENTFL4L ZONE (4202) NORTH AMERICAN DATUM'1983 {2011). DATE: January 17, 2020 � Pg. 1 of 1 PARCEL 8PE/8CE D221099835 04/12/2021 12:15 PM Page: 1 of 7 Fee: $43.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOT[CE OF CONFI�ENTIALITY R[GHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRfKE ANY OR ALL O�' THE FOLLOWfNG INFORMATION FROM TH[S INSTRUMENT BEFORE IT IS FILE� FOR RECOR� IN THE PUBLIC RECOR�S: YQUR SOC[AL SECURITY NtJMBER OR Y�UR DRINER'S LICENSE NUMBER. CFW Project No. 102152 Hanna Ranch C.I.P. Sanitary Sewer Interceptar Parcel # 08 PSSE 4401 ENON RD, FORT WORTH TX 76140 SHELBY COUNTY SCHOOL LAND SURV ABSTRACT 1375;TRACT_CT 39 HS �:;� ` .� - . . AF ;._ s .. . �,.. . . _ ... ... _ . . . . , � , _ �����.��� � ��w-�..�� �,-_ STATE OF TEXAS § � - - - § KNOW ALL MEN BY THESE PRESENTS C4UNTY OF TARRANT § CITY O� FORT WORTH SANITARY SEWER EASEM�NT : `) DATE: ��� �= �� �2- :�-,. GRANTOR: GEORG� H. MOORE & W1FE, AI�DR�A MOORE GRANTOR'S MAfLING ADDRESS {including County}: P. O. Bax 5095 Granb�ry, Hood County, Texas 76�49 GRANTEE: CITY OF FORT WORTH GRANT��'S MAILING ADDR�SS (including Coun�y}: 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSI�ERATION: Ten Dallars ($10.00) and other good and valuab�e consideration, tE�e receipt and sufficiency of w�ich is hereby acknawledged. EASEMENT PROPERTY: BEING more particulariy described in the aitached Exhibits ��A�, and ��g„� Grantor, for the consideration paid to Grantor and other good and valuable cansideration, hereby grants, se{Is, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the consiruction, operation, maintenanee, replacement, upgrade, and repair of a Permanent Sewer Line Facility, h�reafier referred to as "Facility". The Facility ' �- SANITARY SEWER EASEMENT FDRT"�?H= � f� Rev. 20200227 � D221099835 Page 2 of 7 includes all incidental underground and aboveground attachments, equipment and appur�enances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and acrass a partion of the Easemeni Prap�r�y and more fully described in Exhibits "A" and "B" attached her�to and incorporated herein for all pertinent purposes, tagether with the right and privilege at any and all times to enter Easement Properky, or any part thereof, for fihe purpose ofi construciing, operating, maintaining, replacing, upgrading, and repairing said Facility. In na event shall Grantar (I} use the Easement F'roperty in any manner which interferes in any makerial way or is inconsistent with the rights granted hereunder, or (Il) erect or permit to be erected within the Easement Property a perm�nent structure ar buiiding, including, but not limited ta, monument sign, poIe sign, billboard, brick ar masonry fences ar walls or other structures that require a building permit. However, Grantor shall be permi�ted to install and maintain a concrete, asphalt or gravef driveway, road ar parking lot across the Easement Property. Grantee shall be obligated #o restore the surFace af the Easement Property at Grantee's sole cost and expense, including th� restoration af any sidewalks, driveways, or similar surface impravements located upon or adjacent to the Easemen� Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted here€�nder. Pravided, however, that Grantee shall not be obligated to restore or replace irrigation sysfems or other improvements instaIled '[n viotation of the prouisions and intended use of this Easement. Under Chapter 21, Subchapter E of the Texas Properfiy Code, as atnended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled befare the 10�' anniversary of the date of this acquisitian to repurchase or request certain information about the use and any acival progress made toward the use for which the Easement Property was acquired through eminenfi domain, and the repurchase pric� will be the price the Grantee pays Grantor in this acquisitian. TO HAVE AND TO HOLD the above-described easemen#, together with all and singular the rights and appurtenances thereto in anyway belanging unto Grantee, and Grantee's successors and assigns forever; and Grantor �oes hereby bind itself and ifis successor and assigns #o warran'� and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. This document may be executed in multiple caunterparts, each af which wilI be deemed an original, but which together will constitute one instrument. When the cantext requires, singular nouns ar�d pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING 1'AGE] � SANITARYSEWEREASEMEiJT FORT� .���RTIi. ���'��~ Rev. 20200227 ' �� � D221099835 Page 3 of 7 CR�NT�R� GEORG� H. MOORE ��VIFE, ANdREA Md�RE � „a.,,,f �'" � ,� - ;_ �- 7�•T . Y � --._ ..,...... . , �' ^ AR' t�RANTEE: t;ity of F�� VV��h 6y �Slgnaiur�); (Pclnt N�me)Dana Burghdo ��;t� Assistant City Manager APP��V�� AS TO F4RM AND L�(�ALli`Y , ����* ,��" �``�� 6y (Signaiur�); ���i�� N���}Matt Murray , Titl� Assistant Ci�y Attorney Ordinance No. 24161-�4-2020 / No M&C ACKN�WLEDC�MENT 3'iATE OF iEX,�S § COUNTY i�F ��i' R«` `� � § B�FOR� M�, th� unde�s�gn�d �uth�r�ty, � Notary Pubi�� in �nd for th� Sta�te af Texas, an this d�y p�rscnally appe�r�d _C�ORGE Wa MO�R�, k�awn to m� ta b� th� eame p�rsan whos� name is subsctib�d t� fhe ��regoing instrum�nt, �nd acknawl�dg�d t9 m� th�t th� s�m� was the �ct of GEORG� H, MOORE �rrd t��i ��Ish� �xecut�d tl�e same as Ehe act ai said ��CiR� OC� for th� purp�s�s �nd oansi��r�ti�n t��rein expr�ssed �nd i� the o�pa�ity ther�in st�ted, �,' � GIV�N UN��R MY HAND AND SEAL b� OFFiCE this � day o� r� �4w ' � T�pRI` LYFIN 8�CK N�tary I� #i47i326 ;� F� �Y �cmmisslon Exp#res 5epfamb�r Z1, 2Qi2 snNi�°a��r s�w�� �,�s�����r Rev. 20tOG��7 ��wr , .. . �s .r � ,r1 � .J; : : ' . : . , � : :; . � : Fp �Wo . D221099835 STAT� aF Tex�� § ���i� 1 � �� v �� S 1�` F • � � � �EFORE N1E, ih� und�rslgn�d ��afhority, � Nat�r,y Public in �nd for th� �f�t� of T�xas, on this d�y p�rs+�n�liy �pp��red A1�tI00RE, known ta m� i� be t�� s�m� pers�n whos� ��me is subscribed to th� for�g�ing instrum�ni, �nd �ckr�owledged to m� ti�at tl�� s�m� w�s th� �ct of �nd th�t h�lsh� �x��uted the same �s th� �ct of s�id $�j�„ "�EA MOQ�t,�,f�r th� purposes and c�ons(d�r�tlon th�reln expressed and in the c�p�ciiy th�r�ln st�t�d. �� �IVEN UND�R M'Y HAND AND S�AL 0� OFf1�E t�i� d�y �f � ;�t r °u4� TERIIY iYNN BEtK Fi�tary 1p q147i�2b � �� MY Cnmmis3ian �xpire� �'a� Scptember 21, 202x STATE C1F TEXAS ���li1►ti �`1�1,��1:�:7� i�� ����. � ��� Not�ry Pub1i� in nd fo he St�te af � lACKNOWI.EDi�EMENT �� �� B�F��� 11i1E, th� ur�d�rsign�d �uth�rity, a N�t�ry Publi� in �nd f�r tl�� Stat� of T�x�s, �n this d�y p�rs�nally �pp�ared Dana Burghdoff , Assistant City Manager 0� th� Ci$y Of F�i't W9rth, kClOW�I t0 lit@ t0 be the sam� p�rson wh�s� name Is subscribed to th� fsr�g�ing instrurnent, and �ck�owl�dg�d ta m� th�t the s�m� was t�� act �f ths �ity of �ort Wo�h ar�d ihat heJsh� �x�cut�d th� s�m� �s the ��t o� th� Gity �� Fort Worth �or the purpos�s and consider�tion thar�i� �xpr�ss�d and in #he cap�ciiy tl��r�in stated. GIVEN UNDER MY HAND AND SEAL �� OF�ICE t�is ,� � _____d�y �f �' � �C.� � � �,,�,�f,,� S� ..;::�r� ,�:.a `��Pvn�'9��% ��r U:,�liC, wt�t�' G{ ��L'x85 ^T '��.'� ��F ��i8� . ;.=rr v �;,pft�iTl. cX�?:ff'.5 k.l�'�1'��.i14 . v'> %` �n��`�'�'' �otary 3Ci 132k22528 f � � S�fEil410�� ���r�r��Y sewE� ��s���wfi RaV, 201Q0227 Nc�t�ry Publio in and for th� St�t� �t T�x�s {d � 11V�i i Page 4 of 7 D221099835 E;XHI��T "A;" L;AND �����tlPilON P'AR�E� � � PSS� 40-��0'T P��M�aN�NY SANtT�q;�.Y �E1�1TER E�►SE�IENfi bUT OF A 77.47Q��AG�E TRAGT �� LA�I�i SITUATED IN BL�GK �8 t7F THE SH�LBY GQUNTY S��-itJO►L LANt? �U�VEY, AP�STRA�T N�. 'l3i�, '��RRANT �aUNTY, T'EXAS BEING � tract 4� fa1�d si#���eGi in B14cK 39 �f� the S�t���y COur�iy Scho�i La€�d ��rV�Y, Abstra�t No. 1375, T���ar�� Co€rn�}r, Tsxas, �i�� being a porti�n af � calle� 77.474-a�r� ir�ct af lac�� d�scribed in instr.ument to Geo�g� H. it�aor� ar�d wife, Andr�a Moore, as recorded under Qoc�€nent Na. E�19�ti�54�8T o� th� aee� Re�o�ds of i"�cran� �o�tn�y. �exas (I�,R.7.C.T.}, and being more particularly d�sscrib�d by metes and bounds as foflovus: BEGI�fNING �t a point �n th� �as��riy Eine �f said M��re tract, firom which a railroa� spike f�t�r�d at t�� souiheast carner of said Moa�e tract bears South 00 degrees 24 rt�ir�u�es 43 secor�ds E�s#, a dis��nce of 128�,�1 f�et, sa�d �aoi�tf b�ing ar� t�e ap�raxim�i� certtecline ot Easi �n�n A�enue {a varia�le-wid�h.righi-a� v�i�y, �o deed af record found}, TNE��E �a�th 8� d�grees 32 min�tes S4 se�c�.rtds We��� over a�d �cross said Maore �ract a d��tance o� '�i}24.�i9 �eet �o�a g�irit �'€�t� �ene�; THENGE �outh �� d�gree� 26 minut�s �7 sec�nc�s Vlf��t, ca�tir�uin� Qver a�� a�r�ss said �1{ovice tract � dis�ance of 308.59 feet ta a�o��,t on �� west line of said Moo�e t���#, fram whicl� a'i /2-inch rron ro� �aun� or� i�e w�st iine o�.�aid [�a��e tra�tF bea�s 5o�rt� 4� degrees 52 minuies 43 �ec�nds Eas#, a�is�ence of 1109:Q6 feet, saic� poini �eing the no�khea.s� �arrter o� a 30-foo� rigYtt of-way de�i�ati�� �af �a�t Enor� Av��nue (a ����abl�-wicith �ight�of�way)> as sl�own on the pfat� �€ i�ot Bl�, BIoG� �2, ��t��by Co��ty �ct�oo! Land, art ad�i�fi�n to t#�e Gity a� �o�t lillorih, T�rra�t C�unfv, Texas, and r���rd�d uncier Voi�me 38�- 58, Pac�e 991., of the I��at F:ecords o# Tarrant Caunty, ?�xas �P.R.T.C:T.j; T�fENGE �ar�h OU de�r��� 52 m�r�utes �43 seconds Vilest, along #he west fir�e o� said Moote tract a di�t�nce of �6.04 f�et t� a point fvr �omer, from which a 4-inch iror� rod found at th� nartF�we�t cflrr�er �f �said M�ore fract be�rs No�th Ofl d�gr��s 52 mEn���s 4� secvnds 1�Jest, a dEs�art�e of 'k46T.4'f feet; TH��CE Nor�1� v� d�g�'ees 2� minutes 37 �ecands E�st, aver and acrass said Mo�re fracf � d�sta�ce of 29�.55 fe�� tfl � point for co�ner; �`HEN�L� North $� ci�grees 32 min�rtes 54 se��nds Ea�t, c�nti�uing over and acrvss said Moore �r��t a distanc� of ��Q35.�7 #eei ta a point o�r t1�e easterly tine afi said ililoi�re tract, same being #he west �ine of a tr�ic� af land described tn Page 5 of 7 t'f�F�CEI. $ — F'$SE 1 af 2 D221099835 instr�arr�en� to Gar}r P. finley �nd irvif�, Mary J, Finley, as recc���ed und�r C�ocume�� No. �'l����90'14, Q.�t.T.G.T.; T�iENC� �out� fl� a�egr�e� 'i� minutes 17 secor�ds West, a�Qr�g the. e�st�r�y line o�said �Ittoor$ �rac�, same being ihe west firte� of said Finiey tract a d'istance of 8.8� feet tv a`i/2-incl� iron rQd fv�nd a� ihe sau#�wQs� corn�r �f said �ir►ley #ra�t; THENCE Sauth OQ d�grees 2� minut�s 43 s�co�d� ���t, continuing ���ng the eas��riy fine of sai� N��c�re fract a distan�e of 3�,1� fee#�to the P�11�T E3F��3EG�I�NtNG and ��NTA��ING 53,3(?7' square fe�et or �.2�� �cres of l�nd, mote ar �ess. �o���: 1. Bear�ngs are based on fhe Texas S�a�� Plar�e Cflorciinate �ystem, l�ar�� Central Z�ne (4202), North f��erican D�tum �t�83 {2(3�1}, �. This su�rey was compl�ted withaut th� b�nef� of �a current tiile policy �r commit�ne�t. There m�y be additiona! easemenfs an�lor rig�ts-o� way thaf affect this properiy thai Huit� �ollars, Inc.��as not been �duised of. 3, An exhibit map a� even sur�iey da�te l��r��i�� aecompanies this I���� �es�ription. 1 c�rki#y #h�� ii�is su�rey was perfiorme�i �t1 t�e ground under €i�y ��€pervi�ion. 3'A :l T. _ Maft�e�v T. �odlews � . Regi�ter�d �'rafessional Lanti S�rveyc�� Texas Registratian Na. 5817 �ui#t-�o�l��, lnc. F'rrm Regisfration �a. � �Q2560� 't717 M�Kir�ney �lve., Suife 14�0 D�J1�s, Texas 75202 Date; December 31, 20�►9 Page 6 of 7 PARCEL $ - PSS� 2 ui 2 D221099835 � �� ��w � �� � ti � �"' � � � � �i L`l�. 'l^ � Q � � IL �� Ve 9 ��, q � r p ���; �. � G� Q � f.. � � ----- $ m o � � � � Y� U3 L� T L9l%;_� •x-3'�L'�3`0 � a .. o u�� � bt�v�41�5iuit ��n � � n.. a°:=� ��"lNl�f'f A�iVNE'�d� crr�r �a��vl�I "d J�av� �-� � ��� SS Y ��� Q�i� � � � F-; #t �aa r- 3iD � ' �� �..r.... ...... � . � �---- • _ -'- .--�---. m � � � � � W � � c» «t � a�Q� ��,�¢ � � �� ���� a��� � �3 c� 24`� � I � Q � � �Yr' � � � W. � ¢ � � � � Z€N � � � Q� � � � � � � x��� � !( .J ('I m��N r�a,� a��� � � � � � � � ��0.� ac 1 ,, � � 1 � � �� � ���� � �� i L7 � � ` � � �� � '� �• ` ��� � �� � � � � ��� � � � �u..�;w Q�£ < � .. �� � �����. r x ��c� � m ���� � � � � � � r.. �n � �tl � � � .� �� C� ��� r� ������� � ��� ��r � �. ��� � a � � r� � �f� '� ��� �, ��t� ���= �2 � � ��� � � a :� � `�� L1 � �7 ° � �� �� � � � � � U� � �oa�'� � ; }Q�� �� ����� �i�_ �g��� �� u�� u, a 3 `� u�, "'�,�� �,r� 3-rTi.Y T tlJ. F- � U�.' f� lt" y $��"��� oQ a� ����a� � w��Ur�� t� � ��� � �-�w�'� �� �i�� �� � ��'�w�? �� M 4 � ��p � � � �. � ��� � ��� (9��� ua �. ���� �a �#n� m ��-� �O�Ub ���� � ��N Page 7 of 7 � D � a � �1 � E �� W � � � � � ��� � � � ��� ��q��� ���7�-Ftt-��-� � � r � � � ��_ � ��°��� ����'�"� ����:� ������ �� ��r �u � � a. cQ � � � 4 � �� ; ��� �� ��� �� � � �-�'�� ��� ���� ���m �ti � � h N � � Gi � Q � �z � � � � �� z � �� � �'� ��� � � � ` �N �� .� {•'. .. � �� � ��� "�� � � I�' � � � � � � �` t�11 �f(1a ' � i . j� 3 � .�� � � z � � �j �r "�,�{ '+,� �" '�� � a � _ ����� �� Q�� �'"st=sCi � �� ���5���p� � ����� .+�� Q .�.' . y � _ p � 7� � i. �. lYr��'..Y , t'',y�� . �,� o � � �������� �� �`�' i�� ��°_ � �� C� �����>� �`:� ��i�. ce� _ � O � it � � F � �;. � � L� s�. t� �. v� t�i� � �¢ w� � � ��g � ca� �x�- D221099836 04/12/2021 12:15 PM Page: 1 of 7 Fee: $43.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTIC� OF CONFIDENTIALITY RiGHTS: IF VOU ARE A NATURAL PERSON, Y�U MAY REMOVE OR STRIKE ANY OR ALL 4F THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCCA�. SECURITY NUMBER OR YOUR DRIN�R'S LICENSE NUMBER. �E i - r _ -_ . _ . ?� 8:.. r,_;., .� .� r., . -. .. . 102152 Hanna Ranch C.I.P. Sanitary Sewer Interceptor�-�, � Parcel # 08 TCE �"' ' . ����,���''��_'���.� �'�'� 4401 ENON RD, F�RT WORTH TX 76940 SHELBY COUNTY SCHOOL LAND SURV ABSTRACT 1375 TRACT CT 39 HS STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT GRANTOR: GEORGE H, MQORE & WIFE, ANDREA MOORE GRANTOR'S MAILING AD�RESS (including County): P. �. Box 5Q95 Granbury, Hood County, Texas 76049 GRANTEE: CITY OF FORT WORTH GRANT�E'S MAILING ADDRESS (including County); 2aQ TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CON5IDERATION: Ten Dollars ($10.00} anc� other gooc� and valuabie consideration, the receipt and sufficiency of whieh is hereby acknowledged. EASEMENT PROPERTY: BEING more partic�alarly described in the atiached Exhibits "A" and "B". Grantar, for the consideration paid to Grantor, does hereby grant, bargain and canvey unto Grantee, its successors and ass[gns, the use and passage in, aver, and across, below and along the Easement Property situa�ed in Tarrant Caunty, Texas, as described and depicted in accordance with Exhibits "A" and "B", attached hereto and made a part hereof, and ingress and egress over Grantor's property to the Easement Property. lt is further agreed and understoad that Grantee will be permitted the use af said Easement Property for the purpose of constructing sewer improvements. Grantee shal! have the free right of ingress and egress over and across the portion of the above described lands along said Easemen# Property necessary to construct the sewer irnprovements, and prirnarily from #he Eas� access aff Anglin Circle, west to khe property line, and soufih of Chambers Creek. Except Temporary Gonstruction Easement Rev. 20201201 D221099836 in an extreme emergency, Grantee shall only have such free right of ingress and egress over and across Grantor's existing 77.474 acres tract at such points where the Temparary Easement infiersects the east and west boundary lines of Gran�ors' tract and ONLY for �he purposes necessary to construct the sewer improvements. Grantor shall have na responsibility or duty to Grantee with respect ta any injuries or damages to Grantee or any of its agents, contractors or subcontractors resvlting fram its use af or conduct of its operations related to t�is Temporary Construction Easement. Further, if Grantes damages any existing fencing, Grantee shall repair said fencing �a at least as good a condition as its prev�ously-existing condition. If there are gates or roadways now exisiing along or near the right-of way route Grantee shall have permission to use such existing gates anti roadways in the exercise of the rights conferred herein. If Grantee rerr�aves any gates ar crossing, Grantee will replace said gates or crossings in their previously existing condi�ion. Until 24 months after the completian of construction and acceptance by Grantee, Grantee shali be obligated to keep reinforced the creek bank located within the Easement Property as necessary to prev�nt bank erasian resulting from the constructian of ihe sanitary sewer provided ihat Grantor agrees to convey to Grantee any righ�s necessary to access the creek bank fihrough Granior's property at no cast to Grantee. Grantee acknowledges that there musfi remain at a[I times for Grantor, free and unabstructed access to Grantor's operations site. Accordingly, during any wark on or any repairs or maintenance on the Easement Property by Grantee, in no event shall Grantee construct or erect, or allow �he cans#ruction or erection of, any walls, fenees or barriers of any sort or kind or otherwise block or otherwise close aff any portion of any road accessing suc� operafiians site. To the extent that any such wark, repairs ar maintenance on the Easement Property reasonably requires any disturbance af a road accessing such aperations site, then Grantee shalf notify Grantor thereof in wri�ing at least thirty (30) days in advance, and submit io Granfar copies of the plans and specifications for such work for Grantor's review and approval, which approval will nofi be unreasonably withheld. Grantee shall perform any such work in a manner which will not unreasanably interfere with any business operations conducted on sucY� operations site, and shall immediately restore any s�ch raad to the condition which existing immediately prior to such work, including restoring such raad to a level, smooth and evenly-co�ered condition using the typ� of surfacing material and quality of consfruction as existed prior to the work, all at the sole cost and expense of Grantee. Prior to the commencement of any such work which necessarily disturbs oe otherwise temporarily prohibits or impairs access to any such operations site, Grantee shali notify Grantor thereof in writing at least thirty (30) days in advance and during such work Grantee shall provide Grantor with t�rr�porary alternate access to such operations site in a lacafiian reasanably acceptable to Grantor. Ta the extent allowed by Texas law and wifhaut waiving its sovereign immunity, Grantee hereby agrees to indemnify and hold Grantor Y�armless from and against any cIaim or liability or loss from personal injury or property damage resulting from or arising out of the use of this Temporary Construction Easement by Grantee, its servants, agents or invitees, and the installatian, use, maintenance, repair or removal of #he pipelines by Grantee and such persons acting on its behalf, excepting, how�ver, such claims, liabilities or damages as may be due to or caused by the gross negligence ar willfiul misconduct of Grantor. Nothing contained herein shall ever be construed so as to require Grantee to assess, levy and collect any tax to fund its Page 2 of 7 Temporery Const[uction Easement Rev. 202012D1 D221099836 obligations under this paragraph. Article XI Section 5 of the Texas Cansti#ution provides that a city is prohibited from creating a debt unless th� city levies and calfecis a sufficieni fax to pay ti�e Interest on tY�e debt and provides a sinking fund. The City of Fart Worth has not and will not create a sinking fund or collect any tax to pay any obligation created under this section. Grantee is a governmental entity unde� the laws of the State of Texas and pursuan# to Chapter 2259 of the Texas Gavernment Code, entitled "Self-lnsurance by Governmental Units," is self- insured and therefore is not required to purchase insurance. Grantee will provide a letter of self-insured status upon requesf by Grantar. TO HAVE AN� TO H�LD the above described Easement Property, together with, all and singular, the rights and appurtenances fihereto in anyway belonging unto Grantee, and Grantee's successors an� assigns until the completion of construction and acceptance by Grante�. Grantar hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successars and assigns, against every person whomsoever lawfully claiming or tm claim the same, or any part thereaf. WF�en the context requires, singular nouns and �ronouns include the plural. HERETO WITNESS MY HAND this the �tday ofi ����``� 21. GRANTOR: GEORGE N. MOORE � WIFE, ANDREA MOORE , ,: By: � ;..��z.�.i �: ;y� {�,��..���= .� G H`. �/loare gy. C Andrea Moare ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF M�B § �:�t �z/�t 4/Z BEFORE M�, the undersigned authority, a Natary Public in and for the State of Texas, on this day personally appeared George H. Moore and Andrea Moore, who are husband and wife, known to me to be ihe same persona whose names are subscribed to tl�e foregaing instrument, and acknowledged to me that the same was the act ofi Geor e H. Moore and Andrea Moore and that helshe executed th� same as the act of said Geor e H. Moore and Andrea Moore far the purposes and considerat�on therein �xpressed and in the capaciry therein stated. GIVEN UNDER MY HAND AND SEAL OF OFIFICE this the ��ate of l��C���t�, 2021.. ;(�RY P�BM1 TERRY LYNN SECK NaYary Ip #24728z6 v� �a My Cammissian Expires �' af �` September 2"! , 2Q22 Temporary Construclion Easement Rev. 20201201 �,,,-..�-�''��' !� C...� . � Notary blic in a d for t e State of Texas Page 3 of 7 D221099836 ACGEPTED BY: GRANTEE: City of FortVllorth By (5ignature): (Print Name) Dat�a BuCghd (Tit�e) Assis�an� City Manager aPPROVED AS TO �ORM AND L�GALITY � �� By (Signature}: (Print Name} M att M U Cl'ay (�ritie� Assistan� City Attorney Ordinance No. 247.6J.�04-2024 / No M&C Page 4 of 7 STATE OF TEXAS C4UNTY OF TARRANT ACKN�3WLEDGEMENT � gEFORE ME, the undersigned authority, a Notary Public in and farthe Stake afiTexas, on this day personally appeared Dana surghdofF : AssistanY City Manager of the City vf �or# Worth, kr�own fo me tn be t�e same person whose name is subseribed fo fhe foregoing instrurr�ent, and acknawledged ta ms iha# #}�e same was the act a# the City of Fort Worth and that he/she executed the same as the act of the City of Fort Wori� for the purposes and cansideration ther�in expressed and in the capacity therein s�ated. GIV�IV UNDER MY HAND AND SEA� OF OFFICE this the date of �� a `i4F[3/fii ��'_�.;,��iF? i,!_fa �t �� "� ��, �fvct�ry "i.�bf4c, `?tate oj fexas ��/° , .. '" C r DM-31-2G24 ��,,;., .:"= c€7�rn. Expi es ? `'�...:��'�:�' Nctar� �I� t3za225z8 fr��rt 4F§ttE�� atary Public in and for the Sta#e of Texas Temporary ConsUuction Easament Rev. 26201201 D221099836 �X��B1T "A"' �.�+h�� �LSGl�IPi`t41� �'AR�EL 8 -- TG� 'l�t1-F��T �'�iVI�RORAFt� G�3N��"R�#CTf�N EA��N��N7' ��T p� A 77.�74��CC�E T�AC� 4� �.ANB �IY�JAT�� I [V �L��K 39 t}F` 'T}�� S!-t�t�Y C�#1NTY SCH�C�L L�ND SI�R�EY, ABSTRAGT N4� '� 37`b, TARR�NT �Ot1NTY, �'��AS ��tNG a iract af la�td si�uated ��t �tQ�k 39 of �he Shelby County Sa�aol L�t�� SurueY, �t�str��t N�, 13��, T����n� Cb�nty, Texa�, a�c� bein� a por��flr� of a caffed �7.47�-��re trac# afi Ia�rci de�cribed in irtstr�r�te�t io ��eorg� N. Mo�re and wife, Andre� M�ore, as � reco�d�d undet pacc�r��r�t Na. L719800��8�, of �he Deed R���rr�s of Tarra��i� �c�unty, Texas (D.i�.T.C.T.}, an� bei�g m�re particularly descr�bed �y mete� and bounds as �aIlouvs: ��G�NNIN� at a��i�i�nr� th� easter�y line af sa�d Mo4re trac�k �`ro� irvhich a ralfro�� s�i�te found at tfi�e southeasi eamer of said Moare tract bears South 0(J degr�es 24 minutes 43 s�cor��� ��si= a dis��nce af 1256.91 feei, sai� �ain� b�i�� on th� apprqximat� �e�tter�in� r�f East Er�on Avenue .�a var�a�le-wi�t� ri�ht-of-way; no desd �f rec�rd �aun�j; THENCE Sout�t �� d�gree� 32 ���utes �4 se�o�ds Wes#, over ar�d acr�ss said �Jfaoce �rac� a distance o� � 416.�Q f�et t� ��ait�t f�r �vm�r; TF��NCE Sout� 59 d�grees 2� rninutes 37 s�cv€�ds V1�es�, continuing aver an� across said ll�oore tra�t a cii�tanc� o� 31�.�2 fee# �� a�oint on fh� u�e�i tin� a#' s�id I�l�o�re #r�Gt, from which a�€f2-�nch iron rr�� faund a� the wast li�e ��sa�d �lvore #r�c#, �ears Sauth �£� degrees 52 mir�utes �3.seconds East, � distance of 'ft�74.53 fe�t, safd poittt being the nc�rt���s# �orner o# ��D font righ�-�f way �edi�a�io�t of �ast Er�an arter�ue �a variab[e-vvidfh� righi-af=vva�r�, as showrr nr� t�e.pl�t.o� Lat B�, Bioc#c 32, ��elby Gt��nty Sc#�ool Lar�d, an addition to the ��ty af �ort �fll�r�h, Tarr��t G�t�nty, Tex��, a�d r�corded �ir�d�r Uo��€t�� �88� ��, Page 9�.1, vf the P[a� R�cords �#Tar��nt County, Texas (P,R.T.C.T.); THENGE Nor�h 00 degrees 5� minutes �3 �econds tNest, abng th� we�� iine of sai� Moore tr��t a distance of 115, ��l #e�t to a poirtt for Carner, fram wi�ich a 1-inc� iron rod �flun�i �t tl�e nort�wesf corr�er of said �1Cs�ore #ract �e�rs Narth �Q d�gress 52 mi��a�es 43 seconds Vll��t, a c�i�ta�ce �f �42�.8� fesi; T'H�NC� �l�r�#h 5� deg�ees Z� min�tes �7 secor�d� E�st, ove� an� �cross �aid Maor� tr�c# � distar�ce of 287.52 #�et t� a paint for c�rner; T�lElVCE Nor�� 89 dsgrees 32 mir��tes �� secands East, continuing over artd acrass s��d Moore ��act a�lista��e of �443.56 feei ta a point o�t t�e ��sf�rly line of s�id M�ore fract, same being the west [ine of a iract o€ �an� describ�d in Page 5 of 7 i'ARCEI, 8 � TCE 1 of 2 D221099836 instrumart� t� Gary P. Finley and wife, Niary J. Fin[ey, as rec�rded und�r �acum�nt N�. D�991�9Q��, D.R��'.C.T.; THEN�E Sout� a���e��ees 1� m�r�u��s h i se�onds.�V�lesC, ��lo�� #�e ��sieily lin� of s�id Maor� tract, �am�e beirtg the wes� �ine of said Fin�ey trac� a r�is#anc� of 38;�6 f��t�ta a'�12�inch ir�� r�� f��ar�d �i �he. sou�hwes� corr�er of ��id Fir�ley t�act; T�t��iCE Sor��h �D degrees 2� rnir�ui�s �3 �e���ds E�st= ���tinuing along �he easter�y �ine of said MoQre tr�ct a di�tanc� �f �� ,'! 4 feet t€� ��� P�1NT .�lF B�C �NN�NC an� �aNT�1,I�I��IG '! 33;272 squa�e fe�t c�r 3.�6D acres of iand, mr�r� o� less, ���as, '�. Se�ri��� ar� k�ased �n th� Texa� ��ate P1an� Caordinate System, Nvz�h Gentral Z�ne (4�a2), N��tf� Ame�ican a�turn � 983 �{2Q� 1}. 2. This su�tey was campl�t�d vvith�u� t�a� bet�e�t r�f a curren# �itle poiiGy or �ommitment. T�ere m�y be ad�itiar��l �asem��ts and/�r r'sghts-c�f �ray that a�fect this-property fihat Huittw�c�tlars, Ir��. has nc�t been advised of. 3. �tn exhibit map of.ev�t� scarv�y dai� �erewith accompanies ihis tegal descriptio�. 1 cerk�fy tha# t�is su�vey was �erfarrne� an t�ae graund unoler my su�e�visi�n. .� �r . 1 . I11�at��e�t �`. C�Ctd�eWSki �egisiared Prflfessianat Land Surveyar TE?X&S R�'�iSff��lCJt� I1I0. �8'�7� �lEf�� ZflI��fS, ��C. Firm Registr�tion �o. 1 DO���Q� �7�7 McKinney Av�., Suite �40� Dallas, Tex�s 7'�2a2 �ate: Decerrtb�r 31 � �D19 Page 6 of 7 ���c��. s-�c� z ��� D221099836 �.•a�x'�`� ��Q �� � U�� � h U�� � �,,, Z G �a � p � N � �. � a � � � � i>��' �l3lNl�'!',li3VGN '.�dIM VN CIN�1 �1��[�t��a A2f4�� � � m � 4 t�1 s � w ���Q. � � o0f�c�o � � � � �" T#] I� tr7 � � M �' f'- �Z W �� �� �� Q � � � � � _ �..._...��. � � �� �� � r � �� c3 �3` � � � � q U ��v� }: :�`% ��a �� � � �� � � �� � � .....�.-�*'�"�� _..y �.�._r � � � � � N Q�� ��M � � z4a �� � � a J z W �'��` �Q�� It? fil N N +"-�'m� o��g � = �� _ 1" ��Y.�-� ^`._ � �� � r g � �� �w �r � k..� u� � � � � ��� �� �$���� �a�EF�� ���O,�fl ��� �� � � c� � �� � � � � � a� � � L`� x � , p� d ��z� �� � � � � � �� � � � ? �� � � �� � �� Q � �� � .� �� � o � � �. a r� � r � � � ;� � �:���a� .�x=� � � �����Q� ������� ����� _� �� �� � 7 �:��:�� � 9fi �an � ��,d�� � �u��� � Op�d� �� �n,a�� �y X O�m��si � ��S'�'QCI ��'�-. � }- '��t ('3 '�.�.. �tl �i �uA ��� �7� pa�a ���"C 0�.��.1Q�� �n. a�r�.�fl� �� �� ��� ��, ui r vf � +"' � �[°5u��s� `�x a_ �r -'� rrsu�.��'�� t4.v �z�'v�iu�. �� M�m�tt��u� a� � � �� �� � � �� �� �� � �. �. �a �'i F �,�� u� ci b� �rs M � ��t- � r � p� ) � � �� z��¢ � Z � � a.fl � 0��� � � .� r �i��� m IDu.N Page 7 of 7 0 � Q � N � m a � � d [] !� � � � �W V� VJr� l� "Q,�', 8 �' . Z �.T '" � �WcrV�j���. U� V } � �-- }- � ���� ������� z� �.�� v��m��- ���su�i�� a ��� ��� � �c c� F Q � � ti � .� � C� � ` �a �� � ���. ����- � �. a' `� � w �� , � C ~ � .ro��� � pn��. �� � m � � r � Q. z h�M�N.g',1`Oa � �a ' �'� ; ��;,� � i !/ _ .{' �`. � �, �• . t� =+�Y°� 4�! � �•,<� ��<<�q��. � � � � I�: � ��� �, � � � ��� � �'w PARCEL 9PE/9CE �� � � �� � � ���������� ��� ������ � �:�� ��f ��� � F��: ���.�� ���r�itt�r: �1�EIV� El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��, � � � f�l�r� L�ui�� �li�h�l��r� �� �� � � � � � � � � � � � � � � � �� � ��� � �� � � � � � � � � x x x x x x x x � x x x x x x x x x x x x s� x x x x x x x x x x x x x x x x x x x x xxx �x � �x x x x x x x x� xx�e xs�x x x x s�le x � x x x x ��c x x x x x % x x x x x x x x x� xx x x x x � x x x x� x x x � x x x x x � x x x � � x x x x x� �� x x x xx x x x x x x x x x x x x x � x �j� �+( x x % % % % % 7S 7S 7S% % 7S % % % x]� %h'J�1[ % Y x s� x x x x x x x x x x x x k� x x x x x xxx x x x x x x x x x x x x x x x x x x x x x xx x xxx x x x x x x xx x x xa� x x x x � x x x x x x x� x x x x x x x x x x x x x x x x x ���� «. �� r �,'• •: �� . �� . •.' 'I: . . . .:. . K . . '. ' i+� • ' . . .��. ...x� � . . . . . . . . ���i��� � ���� �� ���� � � � �� �� ����� � � � ��������� ������a ��� ��� �� ��� �� � ��� .���` ���„� � �� `'`�"�'� �` � ����� � � x x x x x x x x x x x xx x xx x x x x x x x x x x x x xxxx x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x�c x x x �c x x x x x x x � x x x x x x xxx x x xx xs� x x x x xs� x x x x x x x x x x x x x x x x x x x x � �7C �I ������F ��� ������� � � �K��� ��� ����� �� �F�� ��F������ ���+ 4����������Y1 ��� { �� � �� ��� ��������� �� ��� �� ���� � �� � �� �� � ��� � � � � i � � � � �� ��� �� � � � � �� �� �� �� � ������� ��� ��� ����� ������� �� �� ������� �� ����� �� �� � ����� ������������ � ������ � ���� ��� ��� ��� ����� �� ���� � ��� ��� ����� �� ���� ��� �� ����� ������ �������� ����� ����� ��� ���x. �������� � ���������������"��:�:. 'Y_+P•; T Y�r�Y]K. . . �� ����� � ��������� �������� ��� ��� ���������� ��������� � ��������� � ������������ �������� ��� ����i� �� � �����r���� ����� ���� ��������� �������� �������� �� �� ������������� ��� �������� �������� ��� ���������� ����������� ��� ����������� ����������� ��������� ��� �� ���������# ��������� � ��� ��� ������� �� ��������� ������� ������ ������� ���� ������������ � �� ��� � ���� �������� ����� � r� � � ��� � � ���� ��� ����� � ������ �� ��� �������� ��� ���� ��� ���� ����� �������� �� ,�����i�� ����� ��� ����� ������� ������ ��� ������������ ������ ��� ��� �������� �������� � �������� ���� �� � ����� ��� ��������� �� ��� � �� �1� ����� �� � ���� �������� �������� �� ��� ��� �������� ��� ��� ������� �� ������������� ���������� �����,������ $ ���I������ � ������ �� � ��� ����� �� �� ���� �������� P �� �� ����� ���1� ������� ��� ��� ��� �������� �r����� �� ��� ������ ����� ��������� �� ��� �������� ��� �� �� ����� �i����� ���� ��� ��� ��� � ������ ���� ����� �� �� �� ����� �� ������ �� �� ������ ������ ��� �������� ������� � ��������� �������� �� �������� � i��������� ��� ��� I� ����� ��� ��� ����� ���� � ��� � ���� � ���� ����� � ����, �� ������ ������ �� ���N� �� ����� ��������.� ���� ������� � �������� ����i�a �������� �r����� ����� �� �������� �� ������� ��� �������� � ������� �����I� �� ������ ��������� ���� �� ������� ��� ������ ��� �������� ������� p � ������ ���� � �� ��� ������ �� ����� �� ��� �� ���� �� ��� �������� ������� �� ��������� ���� ���� ��� �������� ��������� ��� �'���������� �� ��� ���������� ��"M������� �� ������� �� ���� M����������� ������ ���� �� ������� �� ��� �������� ���� ����� ��� ���� ���� �������� ���������@ �������� �������� ��" � �~ ���"���� �� � �" �~ ��w� �� ��� ��'������� ��� �� ��� �� ���� �� � �� ���� �� �� � � ���� � ���� ��� � ������ �� �� �� � ����� �� �� � ��� �� ��� �� ���� �� ������� �� ������� ����� ����� ����� �� �� ����� � � � ��������� � �������� � � ��������� �� ��� ��������� � � �� � ������� ��� �� �� �� ��������a � ���� � ����� � � � � � � ��� ���� � � �� ��� ����� � ���� �� ���� � �� � ������ � �� � � � ���� �� ��� � �� ��� � � ��� �� �� ��� �� �� ���� � � �� �� ������ �� ������ ��� � �� �� � ��� ��� �� �� � � ��� � . � � � � �� �� �� �� �������� ��� �� ������� �� �� ���� �� ���� � ���������� ����� ��� ��� ��� �� ������ � � � � � ������� ���� ������ ��� ��� ��� ����� ��� �������� ��� �� ��� � ����� ������� ������� ������ � ��� ��� �� ������� ���� ��� � �� ��� �� ��� ������� � � � ���� �� ���� �� �������� � � � � �� �� ��� ��� �� ���� ��� ����������� ��� ��������� �������� ���� ��� ��� �������� ��� � ��� � �� � �� ������� ������� � � �� �� ��������� � ��� � ����.�� � ��� ��������� � � ��������� �� � ���� � �� �������� ��� � ������ � ��� �� ���� �� � � i����� ��� ��� � ������ � ��� ������� �� ������� ��� ������� ������ ��N ��� �������� ��� �������� ���� � ����� ��� �������� ��� ���� �� � ���� ��� ���� ������ ���������� �� �� �� ������ �� �� �� ���� � ��� � ����� �� �r�� ��� �������a ���� �������� ��� �� �.������� �� �������� ������������ ���� �� ����� ���� �� ������ �� ��i�� ��� � ��� ����� �������r ��� � � ������� ��� � ����� ����* �� ��� ����� ��� ����� � ��� � ��� � �� � � � � �� ������ � � � ��� � �� ��� � � � ��� � � � ��� � �� � � � ���� �� � � �� � � � ..�:��� ..���� ������:� �€��. ������� � ... �� ����� � � �� ��� * � �. . � .: . : : .. ... .. ............. ..... . ... . �.. . �. � . .� . . ..�,�::�x�`: ...�� . .. ' . � .. .. . ._.. ..�.nux• . ..... .. . . .... ..•�x- ��� � � �� � �� o .. � . . .� . . �.�. . . � . . � � ... .. .. .. :� ................................ ...... ..... .. . . _x. . ... .. . . .. . • �. . .� . . •. .� . . . ,�GC.. . . . . . . . . . yy . . . � . :. yY . . . � � . . •.' .Y .� . �.(L..�C • {Y�• .Y '. � � � + Y � � � �� � � � � � �� : : � . . � . . . . ������� �.�� .� �e' ����:�� �. � �� � . . .. ..� �.. � ��� ���� ���� �� �� � ���� � �� ������ p ������ ����� ���� �.�� ���� ����� ��x�x� � � � .� r�. � ����� ��� �� �F���F�j� i� � �l ����'1��� �I I"����" �� � �� � � ��� ]�GOGOGWCGCYY]OGGGC���GC]GGCYY%%%]OGC]GGOGC��r�����������������r���trr��X�i��Yr�i��i�i���YY�:'E � ��� �����Yri�i�Yri��YYYYY]OGGGCYYYY%]OGOGGGC%]GGCYYYY]GGC]OGGGOGOMGOGOGGGCY]GGOGOGG�GOGG4�G0GG� � � � � �� � NiiiiM' � � � � � � � � � � �iNil ii�� �i� �iNiF � � � � ��` �� � �`���� ��� � � � � ���� �� x � � � ��� �� �������������: � ���� ������ a �I����� �I� ������� �� ��.�.�. ����� .#vvv��.� .. . ..:... .. .. .... :� ����.� ... .. ... . .... . .. �r��ir��r��� �1�� �����-��-���� �1� �I�� � � � �� � :�x . . .. �� � � ��� ����������� �:�������� � � ����� ��:� :.�.: ������ �.� ��� ��� ��� ���� ��� ������ . ��� .... � . � � �� � � � � �� � � � � � � � � ��� . ���� : ��. ::� ����� ��� : �:: :��: ����:: ��. ���� :�: � �� � . . .. �� . . . ... � � � �� � � � . .: �� .� . . .: {:� . .�' .5c: �"'°x . . . � �.. � x� x. Y x� �. : � ,�`�.� . ............ .. . . ... .. . .......... ........ .....x.. ...... . .. .. ... ........ ...:..........:..... .:...............:..:....:.........:..:.....:.:.:.......:.......:.:.:.......................•..:.•:...... •.. • • � •� . . . .. . . .. .. . . ............................ .. ... �{��.�.................................................................................... .���� ..��... �� ��� ���� ��' ������ � ����� �� �� �� �� . .. ��� ����.. � . .�� ����� ���� �� ���������� �� ��� ���� ��� � � ��������� ��� ������� �� � � � � �� �� �� �� �� � �� �� ��� ��� �� ��' �� � ���� �� �� ���� �� � �� �� ����� � �������� ��� �� � �� ��� �� �� ��� ���� �� ������ ��� ��� �� ������ ��� ������������� ������ � ��������� ��� �� ��� �� ������ �� � ��� � ������� � ��� � � � �� ���� �� ���� ���� .. �:���: ..�� .. � c zmmmmmmmmmmm k, � ,�� ��� R .. ... . ....... . . .. .. . ... .. ... ... ... . ... . . .. . . .. �..xwc: . . . . �x."k�... . �. . .. .. . �� . . . �c . � � »c.»c: . . .�.�� . . .} ��t • ..... . . .� . . . . . . . x . ... . . . . �,.._ . . . ..,�:. . . . . . �,��6� . . . x,�d: x,�2�°. .:.»c.k� . .• . xv,.... � .. � .� ' m • . • x�' � . 'Scc . . . 'u::.;�::xx�::+2� . .. . ��.,»odV:: . :�x ' . . . . ir� .....,�'� . x: x�� .. . . ... •. . . ' '.� . ...;�E ' } . x• �� � .+gtx .' . ' .�'.:.::+cxi�i�:+c+c•:+c:ifi�. .. . �.. . ?Sc�:»u•:;::.:.. .. !+c . . •. . �.x�x�'»u•. . . . +2�::xv• . . :xz . . . . . . . . . . . TM,Y+Cxwoc:.y»u ���� � � �� � � � � �� ��� � ��. �� ::.... � °:��� � °� ���� ����� � .... . �� � � � �� � � � � � �� ��{2{� F ��������������: ������:�� � { T �C E� { xY+Vi��C �. . Y%%' ���. ������ . � . . . �� ����� � � � �� �::.....: :�: : :: :��� :.:: ...:......::..::. :�::::::::. ....:.....::�: ::�:� ::�� ::�::. ::��:::::....:... ::::. .:::::: :�: :�: �.::::� :: : :�:. :�: :�:..:�.::�:: : �::� . :�. �:.� :�: � ���� �� ��� � �� �������� �������� � � ����� �� ��� � � � ��� ���' ��� ����� �� ����� � �� ���� �� ��.������ � ����� .:..............:::..�t���. ����� ............. . ..... � � � �� ...... .... . ... ................:.:....:..:.:::..:::......� . . ... ... .. ...���.��r��..M.�r��.��.r��r��.��.���t�r ......... ........ ... ....... ... ... . . ..�� ��� ��� �� ��� ���� �,���� �� �� �� �� � � ��� ���� ������ ����� ���� �� �� ������� �� ��� ������� �� ������ �� ��� � �� ������������ �� �� ���� ��� ���� ��� ��� ��� �� ��� ���� �� �'�� ���� ��� ���� ������ �������� ��� ���� �� ��� �� �� ��� ���� �� ��� ��� ��� ��� �������� ��� �� ���������� ������ � ��������� ��� � � ��� �� ������ ��� ��� � ������ t A � �� � . �N��� ����� � ���� ��� ���� ��' ������ ���� .�:�� � �� . � � � �� �� �� r� ��r �� � .. .. .......................................................................................... �: ���� • r�� � � �"� � � ��� �f � � �. - � � }� �� �� � ;� f�� �IEL� ����� ��#��� �� �I I� ���T� �F T���� f������ �.�. 1 � 1 ���1 �-� ����. ���+ f�l��. ��, ��� ���� ���� ��k���# ��°�� � � {�� ���. �4.{����� . �� ��i� it� I I� �i� r��� ��r f� i�l �� r��r� . . � . . � � ���x��.:�x� :.:.� a t � : � � � � .� � . � � � � : � � :� � ... . :.............. . . _�:�.,��, ........ ... . ................ ............:....: .. .. ......... ... ........... .. ... .. .. ......... � ��� � � � �� �� � � � �� �� �" ��� ����� �� ����� ������:� �������:� ��: . :..: . .: . . ,'. .��+�'.:. �� � � �� � � � �� �� �� � � �� � � � �� � � � �� � � �� � � � . � �� �� � � � �� � � � � � � � � ��� � � � �� � � � � �� � � � o- ` � ���� ���� ������ ���� ������ � � � � � ���� �� �� � � � � � � ����� �� ���� ������ � � ¢ ����� �� � �� ���� �r �������� ����� � �������� ����� � ����Q ��� ����� � � �� ������ � � h � �� � � � F Y h CE q �i ����� j �� 4 ����� ,�.�� ����� ������ � �� ���������� �� �i� �� wi�ua������ � i �� ���� �������� � ��: .�� ��: :. �����::: :��� ... �::. :: �:�:�:. . .. �� � � � ���:� � � � � ��.�� �. � . . .. � . . . . . . . . . . . . .� . . . . . . . . . .�: :.. .x: . . . .. : . . . ..;: .� . �� :��� �: � . �� � � � � � � ��.��� : � ��� ������ � �� ����:�� .� � ....... ... ..�...... ...... ... � . a�Mp.r�5 y�[ FTc . �7C y ... 5R� 8 �e �i � � � � Yx4' � �:�•�... .�'4'�:� ��•.�.� L��.:1. ���. .�. �. . .•�•�� :�: . ... �.]OGS �:��.�... . ��+C � F� � � � � 4 71�}7� � � �IS+� R � � � � �+ � . . � . ' . . . . . . . . . . ... . .. .. ... : • � � . . . . . . . .. . . . . . . . . . . . . .. . . . ': . . . . . .. . . . ': ' : : : : . . .�� . . . . . . � � � � � � �� ��� �:� �: � �:� � �� � � ��:� ������ : � � .: � �� :�:�.����� :��:� .:�:� ��:�:�:�. �� �::.�� � . .:. � � � �� � ���� � � � � �� ... .. { . . . . . . . . . ... . . . . ..... . . . ... .. ............... ... .. �: :. . .:. . ::�:: . . :. :��� .. ..:���:::.: ...: .�.. :�.:... . . . � � � � �� � ���� �� � ��� � � � ������� � � �.. � � . �. . . .� �. :: � � . ...: .. . .:�:.:.� �� �:��.��� � � � � � � �� �:� � � f � � � . � � � ���� �� � .. . � � � � � ���� � � � � :� ���:�����:� � � � �� � � ��� * ��� ����� o- S `� ..� �. , ' # ': .: . ... . . . , ' .. . ..�.�.�. . .. .. . . . .� . . . .. . • x : . . .:. : . � . .. ��� ���� ��.�� �� ���� �:�:���.. ����� ��������:�:�°°.:�.����.�.�: ���:�:�..�.°. ��.:���.�� . °:: ::.:�:����: �: � � �� � ���� �� .. ..� . � .... . . . ... ..... . ... ... . . .......:. . � . . . .. .. ... . � � � ..... ... . .. . . .:. . .... . h . . .. ' '. . ' . ... .. • • . . . . . ' . .• . •. � ..�. � � � � �� � � � � �� �� � � � � � �� � � � � � � � � � � � � � � � �:. �: � � � :���: ��:�.�:��� � � .� � .�: : :� �� : ..� ��... .��..�: . � . :�:� �� �� � � � . . . . . . � ... . . . ........ ........................ ........�.....:�:.......* ..... ... � ; �� ���� ���� ��� ����� �� � � � � � � � a � � �� � � ����.���� . : � .: � �� �� �: � ��������: �����:� �.� :� :. � . :.��� : . . ��.. .� : :. . . . . .: : . . .. . ... . . ������� ����� � � ������� � .. .. .. .. . . .. . . . ...... .�.... . �.... . .. . . �:. :�:.�.� �� �....:: .. ..: ....:..: Y . . . .•. �. • .. • � � ���� �r � � � �.��•� � � � �� � � � � � � � . • •��° � � �. • :� : �.�•�Y•�.� •' • . � . •• . � . '• ' �.' . . . . . . ' . . ' .'. � . . . •� . �.�,�•� � � . � � � . . . . . . . . . . ' t. : '7'. . . . . . . . . . . . .��: � :�: �.� °�:� � � .�� : :. . � `: � . . � � .. � ... ��� . : .�� '����� ��� ��� . . � ��� �:� ���:�:.�:�.�:�'� :��� � ������ � .. .. . ... .�: : . : . . . .� . . . � � � � � � � �.� .� �.. . . �.�. �.�� . . �.�.� . . . . . . . .... . . . . . . . . . . . �. : � . : : . . � ..� � ��� ��� �� .���... � � �. � � � . � . .:.. . . .: . : ... .::.�.�:.: ..��. � . � � . ��. � . . �. ���.���� � ..� .... .:. . .: . . . .. .:..: :.. � . . ....� .� ... .. � .. .:��........ .. . .. . .... . . . ............... .:: . .. . .. :... : . � � : : � � � : . . � : �� �. � � .�:� � .� � �� ��:-..� . :..���. . .�. Y .. '.. . . ..: �� . • • .� � �. . . � � ••: . . . . : . � ' . : '.' ' . . � � � �: . �� � : . �� ... �. :. . . . � . . .:� �:�: :� � ::� . : �: : � � � � ° . : . . � : . . : . . . . . . . . .�°°�� . . � � . .. ....� . �� ..� . .:. .. . ...... .. . .. . ... .. � xF� •�g�E . .. . ... • .:. . •.' ' d& � �:�:� � � "��: • � T� ��•��.� . �� �.� .��.�Y� � 'T . .� � � i€ R �� � � � � � � r y 4 iF � �� � � '4� � . . . . . . . . � ���� ��� ������ ���� ��� �� . ����� �� �� ���� � � � �� ���� � � ������ � ����� ... .. � � � . .. . . . . . . .... .. . .. . ¢ . ..... . . . .. � . .. ... ... ��� : . . ...: . . . �� � � ��������������. ��� � � ���.x ������.� � �����:.::����� � �� � � � � �:..:.: �. :���.�����: �.� � � � :. : . .. . . . . �.��� � � � �� . . . . . . . . . . . . . . .. . .. .:w: .. . . . : . . . . . . . . ..�. �:��. :.. . . . ... . . . :.� :� :.: � :�� � : � . � �.: . : . . : : : �.. . :� ..:.:�: : � : � ::: � � �,�� � � � ����� �:�:�� �����: � � � � � ��� � ��� :���� : ��.� ����.���.� � � �� � ������ �� � ��.��� ��� � ����� �.��� �.. .. �� .. . .. .. .. .. ..... . ... . . . . . . . . .... . . ..... .� .. . . . { a � � �� ����� ������� ������ ������ �� ������������������ � � � ������ ����� � ���� a�� � ��� � ,i A�a � r � + d �� ������ ����� ������ �� � � � � * . �� ��� ���� ���� �� ���� �� �� ���� �� � ����� �� .. . .. �� �� ���� �� ��� �� � ... .. . . .. . . � ���� � .. . . ... . ...:.. .. .. . . . ...... . . . . . �. . ....... .��� ..:�: .�Y. ..... .. . p .:�::.:�.. . . � : . . � : `. � �� ..:�..�. �..��� � � . � � . . . ��� ����� � � � .���:� �: . . :.::. �:��:�. .�:��:��: :� ���:��� � ��: � ��� ��� ..: � .:::.�� ::� �:� ��: . : � : � ����� . .: ;: � . ��� �� ������� �� � . .�. . .. . . .. . � ..... . .. . . . ... .. . .... . ... . ....... . � �.���.� ��. � +�� :: .� � � � �� �:� � �� ������ ����� ���:: � .:. ��..�. ..: .�. � �.� . . � :�. � �: :. . :������������ :�:� ��:. � � �:� ������� ��.� ����� �: .��:� .:. . :� .���: � � �� ��.�.� �� � �� ��...��.�. ���.�.�.�.�. �� � . . .. . ... ... .. .. �������� �� � R .. .. . . . .. � ... .. . . .. ... . . . . .. . . . .: . .. . � . .... . . . . . . . ... . ..: . .:.... �� �� � �� ������ ������ � ��� � � :: .. . � �. .:�. :.�:� � � �� � �� � �� �� �:: �: .. . . : . ... : . :.�...:..:::.. .. �. .. .....� s � ��� � �������� �� � � d�� ����� � ��.���� �� ���� �� � � �����.� � ���� ���� ��� ���� � � �� �� � � � � � ���� �� � � ���� �� � . ... .. �.. � ��� �� ��,�� � � �� � . . ..: . . . . . . . : . . . : . . ....: . . . . : ��:�� � ��: � �: � ��: � : : � �� . � :°� � �� �`�:�: : � � � � � ��: :.�: � ������� � � �� .. . .. K• x � � � � ���:�����. �. ������ �:� � �:� ���� �. � � :� . � � .� .�:�� � � �.��.�� : � � �° � .. �� . . . . . : . .� .{ ��� ��� � . . .: . .. :.:.. .. . . . . *: . . .. . F .• •:•..:. .. . ...... � • � : .�. . . :�. .. .. . :. .. . . �����. :� ��: � ��:�� � ���.�� ����� .��. �:.�:�.�� �.��� � ����.� � �` �.��� ..��: : °� �� � � � � � � � ���:�� �� � ���.� � �.� . . .. . � ...... ... ..... + ���� ����� ��� �� �� �� s # . � ������� �� ���� �� �� �� � �� ��� ���� ��� ����� �� ��� � � � � ������� �� � ��� $�� ����� �� �� �� � � �� �� � ���� �� ������ � �� � � � ��� ���� ���� �� ���� � �� � � ���� �� ������� ����� ����� � ��������� �������� � � � { ; � � ����� � � ���� � �� �� � �.������ ����� ���� ����� ��� ���� ���� �� ���� �� � � � � �����.� � � ���� �� �� � �� ����� � ����� ���� �� � h��� � � � � �� ��� � �� ��� � � � � � �.�� � � � � � � ���� � ���� .� � �� �� ���� �� ���� � ����� �� ���� � � rt ������ � ��� ����� �� ��� ����� ����� ������ ����� ����� � ����� � ���� ������� � � �'4eM � � � i�iNF ��ii�� �} � ��� �� � �4 �� � � ��� � � � � � � � � � � � L i i � ¢ ����� �� ��� ��� ��� ����� ������� �.�� ������� �� � �������� ������ �� N� �� � � � � �����������4 ���r� �� �� ���������� ��������� ������ �� ��������� ���� ����� � � � ���� �� �� ���� ������������� ���� ���� ��� ����� ������� ��r � � � �� �� �������� ��� �� ���� ����� ���� �������� ����� ������ ���� ����� ������������� � � � � ����� ���� �� �� � �..� �� ��� �������� �� ��� ���� �� � � � �� �� ��..� �������. � � � � . . �.. .. . �»�� �.»� . •.. .wR'�x'�"�..�vc' ..x:. • � . �x�. � id&� . . . . . . r. . ' �a@� . x� . . x . . . ]h .h. • �. . .. � ��:�. . : ����� � + �� ������ � � .... .�� � ....�.f: .x� . . . .•�. .��: . .. . x• ..�....... x. . . � . . �.•� ...:..•.. . .• . . .�•� . .�.� �. ,3�g��� .. �. . . � . . : . . . :.. � . . . .� : . . . �'. . . . . �.�... �E: . . .'.' � . X. . .t• . • . 'qE: . . . .. . �w. . . . . .:. X�::.. . . . . . ... . . . . .• . . ....�.. . . � . �oF"36:'� '.�. •�x:.'' . ' ..'�. ]IX .. . . . ............. .. +� . OxOu . �-0�0-0�-0�-0�v OOOOOnnnO0000nnxnx.pnmm�1n�pvvvvvvvvvv.pvvvvK • �����.���.�.� � . �����������N ���� ������� ����� ������������ ��� ��� � ������������� ���� �� �� �� ��������� �� � � ������� � � � � � ������ ���� � ����� � ��� � ������� ����� ����� ����a �������� � � � �� � � ������ � �� ����� � �� � . .. . . � °� . . .. :. .. . ... .. ... . .• : .. ... ... . . � . � .. . . ... •. �•'.# .... .. . . ' � �.•.��'�`�& � �'1��dk¢.��i• . ' .� . . ��. . •�. �.: �. . . .���.� .. ��� .K . � �F::.�� �� . # �� . . . � . l .�. : : . �� �. � �. � . . ' � Y . . . ti .... �:: .. ... . �. � ,. . .. .# .�.. . . � .f�.... ...�. .. . . . . . � .'. i4� �%��1.�.�.�.�.�.� � �'xF � �i� � �F � �OC.1R . . . �y .. . .. V�,, . . . . . . . �C.�:.�:.�:� � $ � �'.� ..#�y I .:... . . . � � :�:� ���� ��� ��:��. � s. '� ia � �:��� a�.� �.��..� � � .�'� ��: �°�:�:�.�a.# �.�c.x� x�. R ... .. . .. . ... � . .. . �.�: �� �c .. . �: # � :.� � . . .�... �. .� �� �����.::: . �� �:���������...�� {{.�� ���:� ����R . ���. . � : �� � . ��� r.... . . �: . .�. � : : : . .�...��.��.����� � ���� . . �` �:�:� � �` ���� .::�. . . � ..��� � . . . � �� �,�.� .� � � �.� :. . ... :... . .. .. .. ....�.. ..�..: �� ����� � .... ........ . . ... �:�: :......... .............. .:� : � � .....� �� � {:� �.�.�``� ��: �, : ��� .;. . . . � � � , •�. �icrmc. � �� .'+� :: . , . . �c � ; .....� +oo-��o-�• . . .+�'�� +'�"t �+'C'�� —y-� :: • • ': • ' �. � � .£ t� x : ' ' r�� �x:. .' . 'v'� : 5 f � :: � .':�'. �_ +d5c. � � . • ����. �.� �` � � � � ��°`.� � �` ' ��. : � .'� �� ... � . . � ��� �:�:�'� : � . ����:�:. �..��.: �:. �:� . . ��� �` � � � � :a � .���".`. . : � °Y� ..k .. . . � . ���: :� . � : • �. : � : � �� . ' � . � �•� : � .,�: ' . � � .•� .#`�. : �: � . : � �` ° . � .. . .�. � . ,� . . ...�. :� ::� ��:� . ��. . � . • . . • � ' •�� � � �: � :..� �. • . �Y . . . � . •• • k�+P� . � ::..�.� .�: { . � . �•• • � ��j$j$ •• • 'h... . r" h �+t � . yEa� .aar�.�. Y{�" x � ��k} n� k / x�} ��l l :t� } �.� � . k� • :'� w ....... : r ...{ rvyk . � '� � : .�... �.� . ; r.' . �� :�. $�� �{ � �Yw w..� � � � : �.. � .,,��, . � �� � l . : ����: �� � . �. . �� �.���...�`x.� K� . . �� : �'.y.. ��� : . ^YjCAC . r1J} ��� � . � ��x � : .Y 7C �n.• . . X' tt; � . �'v� g . .:.: .. . � ^� . .. �.�� �� ::��. �:.�� .���� . �. .. � :x=.x� . ��f � { ry { . �. � f'� • �q } �j Y{ � x•••< }�� � k..c � ;�•�. ��: �: `� � � � � � � � � � � � � � � F � i `'� ' � � � � .Y� . ..Y%Y;: ....���N �...:. � # � ... �v'¢""�� . { � +07CY' . � { x���GC ��.'. ..{. � . {. �.:. : �r • {. . . . . �•��•. ...x .'.':'7E.. •�, . .ci �. � ... .... . .. . .................... ..... � Y� . �. � ' •�•" � . .icd�?c : � �i : � �f � . '�. � � x{•.' �,�,�. """� �'°�' ��: � � �� � : `�.�. � .,�.�, ` :�: � � � ����� �� � ��:.. � � � � �. � � � � :� ���� � �. � � x� �� � � J. � � � ���� �� � � �� � � .�"°°'°`. , � �� . � � ..�... � � . + � � � �� � � . ��: . � � � � �:��: �• � � . {. � � �. . � � �� :.��.�: :: � � . va ��� � � : : � � � ::� � � � � � � � 'W . � ^"°.'qo-�, ..��w,r ��� • ' . v"S+�c:::.' "'i:+dhci:.;o-;c!vu_..+c''2ooc:.: . . . . . . .� 3E .• �c+cx:.K �� #+,c:..:.: . ����� �������� ��� . .... ..�� �.. . ..� . . ..��.. �. .,. �� �� �� ��� �� x .���. .. ��� �� � ° . �� � 4-���'OM'# '�-0}Iv' �� �� ��X ���•:• • 4a� . ..�'' � �:' . . �. { � �� r � � � � F � ���� �3S`�c. . . � ''0'" . �. . . . . ' • � � . ���r.�$�¢�+�.. ��.:... � � � x . . .�'�5, . . . � x . . . . . . . . . . ..� • :. •. • +9++�+�:•^: .°�"�"�""� ... . . . . . . " -----.._..__......_ ..............x � . ........ . .... .... ...............::x::E:E:E::.xx�ccccc�o-��Y: a�o�^.'^.'� ' 'a`�"""""" . ...::::::::::::: •,�,. .,� . . .:.. .. • � � �vv{� ........ ....._. ... . .. ....... ....... • • • • •• __Y::YY]OGCY]OGOGOGOGGOGGP'�P+R: . "vv�nvvx'i . . . {..,..v{ ........................._ .xwaxwod6c . . . . . . . . . ������ � ������ �� ���, ������� � ��� • �O�Y�x ]I r�r F n • •nnnnnnnn{ A�mT'JM• �u.vna.uuC —_--_--_--_—..—.r..—..—..—..—..—..—..—..—..�G"Lma. �e : � : � � � .. . �� � . _.........:::»wa,. . � M � � .�.�.A. � � ; . . v"v"� �F � � �i :.: � � � � � :� � � � � � � � �` : • • � � � � � � °�.�������: ��....n�mua�� : . � � � ¢...�.. S 2 � T'�NF : r� � � � ��� ���� �� ��� ��� ��������� ��a ���������� �dv�F�F �o- s���� � � �� � �.� � .k � �:. . � � � .� �::� : �: # � . �� � . � . . +�'q��gg � .:.. __ .. . ¢ ... . x»wwxK +�Y . ' . . . . . . . . . . ' �� ... .�m. . Y ' . . . . ...... ._....K:.Kx :i: � ' vur ...._::]OGWGGOGC+Y^'+^+r^+r+'� . + �' � . � . . . .1. . � � � � � � . � . � ��� � � � �� � � # � � � t �� � � � � � � :x. � . ... .... . .. . . .. .. .. . � � r...._...._..--- --------:.�� � � .. . ¢ . � ...............-:.-:.-..-.... . ----�.� � � . . . ¢YA ¢�. . . . . ... .. . . . � . �..�.v . .............. � °°°°d� � .� .. �� �� ����� �� � � � � � � � � � � � � � � � �� �� ��� ��� � ����� � � � � � � � � � � �� � � { � � � .1—m�c � ������ � � � � � � � � � � � � � . .. � ����� ��� � * � � ..�� � �� � ������ ���� .. .. �� � t ����� � � -01 ��� . . . . .% �� . �]Yx . �. . . . . . . . .' . .. � . . . . . . . . . . . . . . . . �� Sj I R S �P � P� � . ........"�i'r"r """�t.v "n.�..�......��x.T +�+G+�iM1�k�]C. . . . . . xxxxv __%%]C%% . . . . ��x . . . . ....—____..—..—..—..—..—..—.Y.—..—i..—..—..—..—..—..—..—..—..—..—..—a.v.uuv �uM�^ ^T�T . . . •• : . . .. .. .. ... .. . . ....:. ' G�n• � �MNNM ........ . . . • � . . .� . .. . x '. � : � . ���' � # ����� � . � �� �:.x:. �.��� . � ���� ���� ����������� �. . . .� . � ��: ���. m��� ��v �`�� �Y��F��. Y R �vvvvovvmv., , r...:::,, � N.nn,.nn,.n�.�.,.,o-,�.::. "r�_____::x:� . . ... . �Gd� +c Y,.vY,.vY •.----"----... ...�°°c°?oc°°°c?°co-�. . �°o.'rG' f,fivMo-{+Rk . .. . .. . y .. • ..�� • ........:: ................... • • ���� ��� ��� �� ������# ���� ��� ��.� ��S �t,..d'�� �� ���.� � �¢� �������� � ��� ��� ���� �� � � ���� ���� ������ � ��a.d�Y � ��L �R�� �f �C�S���4 . �����2��� ������� : . � � � � 3� �.Qh�P : •: :.: : . . ... ' . .. :-: :. y . � � . . _ ____. . . .�. . '�.GOGGC+�O�OC� . . . .� . . _ .._. .. . ..,. . . . . �+G'�P'O'Wxvrr�e—YYY� . . . . .__"__ . . .. .. .. ....... • ••Y7C :.}...1.. � ..... ..:.:::...%% +�C''D�' . .. ' ]OGGGGGOG70+' �Pa" �� ..........r.___.... . i........:: -• {' • � • � � �y � i � : �+�' � � +M1�Y' y� � : : $ � � � � : t„� ,,,.:� � � �°°°� � : � : � � � � � : �� � � � � � ;: � � � � � �� . � � � � . �. � � � � � � t. � � . }��` • . bav�' wcccccccccccccc000c000c ........... +��,,,,,,kv,Qq,�Coo,r�o-+o-+•� . .. ... % . • .... � � .. � A�� � �� ��� x o� . x �c r� �� ;�,x : � .� � '�� � . �.�� � ��� � � �� � � �� . � � �.� � . � ..� �""`� �' � � .� : �: � � �;�# <��� .. . �� �� � � ��, �� � < :: � � � �� :. � � �� �.:� �� $ �fi; V;x� :.. � . � � � �� �� € �,,,,� ��. ' ,�„� �^° �. ... � : � � �� � . � � �. � :. ,� � � �� � �� � . . � :� .� �,<� �V� . � k � �o-� . . aw.� • •fK , �� �'� �... . � : � �> ,n,,,�� � � � �� .'. . . . . . N.� ,�oc . . . . . . . . . . . �' ,�... �; � . �� �� : � � ��� � #�� : � . �.� r�. �r . . w . � �� � ��� � � � x�r � m �A� �� 5� � �'ki O'r a 7vf a xm�M1 � f� .....{ ....¢l } � .1..0 { �t �. t� }r� �� ,, ...�� . ��f A � �� �$ � �� ' �� xw+c # # r �.••v ::�,� #��� � �€� � � �� �ry �� � �, €� € �A� � � x� � ::� r.� � �� �� � � n. ro y+ ��� j k • �c 'ki � � �' � h w••g >� �" �f' �.. �. �� ��� �.� �.Yx �:.., >:> � r� �� �.. � � .... �'f � �ry� � � �,. �� v � #"v� .�� � ....� ��.� >: ,�o-K k � �ry� � �� � � � �"`} � '� <h,�x ��� ,�`. � # '�{ �� ,�« �' ��:, �� � ��� � � f ��������� � � ���� � � � AA� �:::: <x > �t. w^^^^z .��. �� .�. � �.r �x�� � ti tih� �� � � ,� �� � � �;� �'�� ry �< � � � � ��� A�� � #�� t � Y�} � .� �.. { ��, � � � ..n� �� �` � � � � �y' � ��:���.... � � � �� � > . � {���� ��� �..#� �x��� t � ��A •ro� � � :�oa ... ii�''� ^^+qgc , � Y !"• � �.'"'�'' �,�.• � S ,r f ....� �.•� � ::::„ � �M1 � � � 1� �..... � ,$� � "'� ..� �# .n..� � . � r��� ..n.� . ...... >'� < t. � ..�x "�". `v�$ ��$ r^� � .� ..��������{ ,.... �, . �r,o-� } € € ��.. i x .�,�. t � �h � A� ..... �, �"",,: z"�„� �� � � �.� y.� �..� ...;... �� � �::� �..... �.� �{ A��..���� . . :::. # �A� ,� • • � ..Avn �� ....� x� ' � � � # � . . . . . ............................................ :: � � �:.:.:.�� � � � � ;� � . . . . �°°°� ,� � ' E � " X'. . �� � . . . . . . . . . .' . . � � � .. � "'� ;� .,� �.�• � � � � � � . :. � �� ��� � � � ' •� � � �� �. � � .��. � � � ��:� � � � � . . � N�x �� � � :. � �� � �' � � ` . . . � � � � '� � �� � � � � � � � . � �� � � � . � � �� �` -0°°°°¢ �� �°°°°� ����� �� ;.. � � � � � � .!. � � � � �� i�. F�F e�"� �: � � �# � � 'I' ' � )^i9* �. � � �� � .K . ��. #� .K . � � � � � � � � � : � h ... �'+�: '. � � � � � � � ¢ � � � � � � � ¢ � � � � � � � .:� �. . � . ..�. � � � � ...���� � .� } . . .. � ��. . � � � . � ���°� . :� � �:�. �: . ��. .... � ��� : :: � � � { � � � �: '. . � �;y3 � . . . . . . . . . . . . :::�::::woww« ' ' � ::x .� : amm� �v�' � �,.�,M,.�,�,y�,N,ww„v..... �.:._ . ' � x . . . .. . . � � . �'•. ..� • � r � � � . xY �{ 3� . . . ,,pp, � '. 5: . . 4, � �°°` . • . . . � � �c � � �..� . � � .. . .' �: . � � � . °°:. � . �.:.. � .�`:. . � � . . � .�. � :�� � � �� .. . � � � . x.. . . . ' . . ��.. x . . � . ' ........ .... ... . . � �... .�: . � � ���`�. h. � � � i i � j' � .. � :. � � � .����: � ::�� .......... �:� . � .�¢¢{�:.-----� :. � .....---:..� Y ..:..�.� �.�.::��..::...r__..__� ... $ ••• • • • • • • • ••••Y:A777777W770A � • • • • • .. ....:� .'.: :i.:'0�-0�bA-0�4^ %. . NCPA�WG�W�VO. .�.'vvurv_____.._ . . . .... . .. .. . K . . � . . � . . � � +.K+OD � � � � � � � � � � � � � � � � � V� � � � '°� � � � � � � � � � � � � � � . .. � �� . .�•. . . .�.. .� , .�.. �E. �ovoodBL. . � " � . # ' . � .�� � �..° .: . .. .� �' � � ��: � � �. �.. ... .. � :. � �: .�. .. . �� . . .�� � �: . . .��� � � � ... � � � � ... � �� � .r,...�,�,„ .....:.,�,�,�,� � �:� � �4 .... ................. ................ ........... .... � �. }+C � +P\ �. � � .................. . � 1. .�. � � �� � � � � �� � � �* � � ,� � �� � i t� $ � � � � � �� ;; � � �� � � �� � � ���������� ��� ������ � �:�� ��f ��� � F��: ���.�� ���r�itt�r: �1�EIV� El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��, � � � f�l�r� L�ui�� �li�h�l��r� � � �� �� � � � � � � � � � � � � � �� � � � � � � � � �� � � � � � ��� � � � ��� �� � ����� � �x x x x�x x x . '� x x x�x x x x x x x x x x x x x x x x x x x �ic x xx�c x x x x x s� x x x x x x x x x x x x x �� x x x x x x x x x�c x x x x x x x x x x x x x xxx x x x x x � x x x x x x x �. .. x...x x �nn�� x� AxA x x� � x x AxA t x x x x x�x x x�x x x ��•� �• x x x x x � x x x • x x � x x x x x x x x x x x x x x x x x . .���.�. . . . . .�'�` .�x"�. . �:.. . . ..: • . . . • • . .x . ��c �• • �. . � . . . . . . ;�• �::�` .� � .� � . x � . • .. . : . .:.. . . . . �����:�. . . . .. . . .: . .�„;� �.""�° �'�. . . . . . . . .......... . . . ... � . . � x x=. � � . .� : : . . . . . . . . . . . . . . . . . . . . ..�� ... ��h �� A � � R � � ��� �� � ..�. � �� ���� � ��� ��� �� ��� �� ��� ��� ���� k ��� ��� �� � � � � `�� � �` � � ��� � ��. �'� � ����� � � �� �`��� � � ����� ���� � � �� ���������� �������� � � �� � � � �� �� � ��� � ��� ������ �� �a�� ��� ����� ���� ��� �������� �������� ���� ��� � � ����� � � �� �� � ��� ��� �� ����� �'� �� ���� ����� �� � a � �� � � � � � ��� � � � �� �� � � � � �� �� �� �� � ������� ��� ��� ������������� ��� �� �������� ���� ������ ������ � ��� � ������ � ���� � � ����� ��� �� ������ �� ���� ��� ��� �� �� �� � ��� ����� �� ������� ���� ��� � � � � ��� ��� ��� ��� � ���� �� � � � �� �� � � �� � ����� � � � ���� �� � � � ������ � � � � ...... .. ..... .. . . � ��:..#�.... �� �� � � � ����� � �� ���� � ��� ��. . ���.�. . : . � ���.��.�`°�:� � . �. . ���s ����� � � .. . . �� ����� � �� ���� ���� ��� ����� ����# � �� �� ��� � ������� �� ���� � �� ��� � � ��� ������� �� � � �� ���� ��� � ���� ���� ������ �� � ������� �� ��� �������� ������� � � �� �� �� ���� � ���� ��� � ��������� ���� ������� ���� �� ����i��� ��� � ��� �� ��� ��� ������� �� �������N�� ����� ������������� � � �� �������� ��� ��� ��������� �� �������� � �������� ������������ �������� ����� ������ ��� ����� ������� ��� �� ���� �������� � ��� ����I ����� �� ���� � � �� � � ���� ��� � � ���� � � � �� � � L� �� � ����� � ����� ��� �������� � ������ � �������� ���� # �� I � � � �� � ����� ��� �� ��� ��� � � ����� � ������� � � �� �� ������i �� � ��� ��� ����� ��� � � �� � � � �������� ��������� ��� �.������ � ���N ��� ��� ������� �� ����������� ��� ��������� �� �������� ������� ����� �� �� ��� ������� � ���� � ��� ��� �������� � ��� �������� �� ������� ��� � ������ � ��� ��� �� � ����� ���� �������� � ��� ������� � ��� ���������� ��� ����� ��� ����� �� � ��� ����� ���������� ������� ���� ���� �� �� ����� ��� ����� �� ��� ��� �������� �� `���� ���� ���� �� �� �������� �� ����� ��� ����������� # ���� �� ����� ��I � �� ������ �� � �� ����� ��� ����k� �� ����� �i�� ���i���� ��� ����������� ���� ��� ������� �����r��� �������� � � ���� � ��� ������ �� � ������ ��� �I � ��� � � � � � � �� � � � �������� �� ��������� �������� ���x � �������` ���� ���� ���� ������# �� ����� � � � � �� � . .�.:.:. .Yx�:�:�. . . � . . Y�»o2� . . �.:x�.:�Gx'� ' . . . � ... . �.�. . . . yid&� . � .�'+d� . ' '. ��1Pooc. . . . .�.,+'.. . . . ' 707�� � �... � . . .'. ' . . . . ��� ���� �� � � :� . � .. .. .... ... . : .... .... . �.... .... . .... �: .. �.�� :��.. .:. . .... . . ..{:. . . .. ... . . ......�:.: ... . � � �� � � �� : . . . . : : � � � . .���� .. .�� : : �� ���x��� ��� � � �. . � ���� d ���� �� ��� ��� � � � �� � �� } ����� � �� �� ���� �� � ���� �� � �� � ��°� �� � � � �t��� ���I�� � �r� � �I�r�� �rr��nt �ir���r ����� ���� . ..:.....::...::....::.....:....:............:.................................� �����..........�...�...............�................. . � � .��� ����� �� �� � ��� � �������� x � � �� ������ �:� ����. ������� ���� .� �� ���.� �v���� ���� � � � .� .�. � � �� � �J �'�'�1� S ��I��� �l� �1�1� ���1�1�1 �1� ������ � ��. .......... .... .... .. .. . . .� ����� �r� i r�� r��� � �. �����—��—���� � � �f �� � � � �� � .. :.x .: :: .. . x .. .. ::. : . :. .. .. . . . ... .. . c x x x x .. . .. .. .. . . .. . .. . .. .. . .. . . . .. .. .. . . . .. . .. .. .. . .... ..... ..... . x. . x ..... x .. :�:: :: •: : : x�. •• x � � .�� � � � �. � : ���� � � �. ��: ��� � � � ��� ������� � ��.�:� ..��:., ..� � .: �. .. .�. • .. . :�. .��.� V� �� � ��� ��� ��� ����� �� ��.���� . � � , �K . ..... . . . . . . � . . .. ... �� ���� �� �������� � ����� . � v. . . • '3c .' ' . .�x: • •. .32� •.:. !� � � �� '..........' ..�:....:..�•. :.:.::::.: '..:"�' .' .': .��]K'.'. :��:•x••.::��.k ....::•::.:::::' .. ...... .:......................... . .........::.:...:.... :'.:...:... . ' . . . . .� ............................................................. ... .. ........ .�...... :�� ��� ���� �� ������� � ����� �� �� �� �� . . ... . . . . . . ... . .. ..... . ... ... .. ���...���� ..... ���.�...�����...�� ��..� �...�•�����R���..��...��� ������� �� ����������� ��� ������������ �� �� ���� �R F � ���� ��i� ��� �� � fF �� � ���� �� ������ � �� � ���� � ����� ��i������ � �� �� �� �� ��� �� �� ��� ���� �� ������� ��� ��� �������� �R ?� ������������ � ������� ��������� ��� �� ��� ��� �� � � � � �� � � ������ ¢ �� � � ��� � � � ���� ���� . �� �� ]OGOGC+C . � �� PF . % . . .%X%":: M1%1.Y <�: ,�.�r��.�<��: �������� ��������� ��������� ���.:..������� .... ..... . „„ .................... . . ..... ................................ ��� � ��� � L w �. . .:.�::�.�. � � : . .�� . . .-0^�h•• x�• �. ]�.� .� ::'• . . . . . . . . .�� . . .�_. : . .�GC+� .$ . . �]�: :. x,C]GG� � SC ]� . % . .#'.• . . .]�:. % . .:.]��# .�x, . �� } .� �. . jj • . . . . . . . .%: . . ]P:�. . . :x• .. . .r x• . . � . . . . ]MC+C . .A' '. . . . . ' +GWGC +� . . . f.:]2�..Y:%h � • �.�.:k'' �co-:V: :' ... . . . . . . :... . .. x . x.. . . . . . . . ..w[:. . i�:� ' � . .' +oc.y� '. ... .... .. ..... . .... . .............. ...� .............. .... ... � � x . .. ..... � '�'+C•»uwax+v . . � �� �� ���� ��� ��� ������ �.�: �.� ���:�� ����°`� �����:���`��.:: »c;.;{x;; � ••�dScx�xx �� ����� � �.. � � � �� � �� � ::. .�. �:. :� ������ � � �� � ����������� ��������� � � ����� ����M� �� ��� ��� ��� ����� �� ������ �� ���� �� ������I� � ����� � .............. �t���.����� ... ..... ................................ . ..........................�.................. ... . ................... . .. . . .:� P r� � �I � r� � � r� � r� t � i r� �t� r . .� . . . . . . . . . . . ...... ..�. . . . . . . . . . . ........... . . . . . * . . . . . . . . . . . � � � �� ��� ��� �� ��� ���� ����� �� �� �� �� ��vv�r � � .. ... ... . . . ... . . . . .. .. ��� ���� ������� ����� ���� �� ���������� �� ��� ��������� ����������� ��� ���,��������� �� �� ��� � � � �� �� ��� �� � ��� �� ��� � ��� �� � �� �� � � ��� � ��� ������ �������� �� � ���� �� �� � ��� �� ��� � ��� �� �� � �� �� �� � ��� � � ������ �� ��� �����9�� ������� ������a � � � �� ��� ������ � �� ���� � ��������� � r�� ����� ����� �� ���� ��� � � �� ������, ���� .. 1 ��� ..����::::��� .� �� t�r� ��� � . .... ... ..... . .. . .. . . ..... . ... ... .. . �� � � ��. . .. .... ��. ����� ����� ��t��� ��� � �� �T��� �F TE � �� ����� � . � r � � � ��� � �-� f�� ����r�. ���. ���}r ��, ���� . � . ��� � � � „;�x��""� �,�.*„�,�.��" • �i�it�ll��i�n�� ��f�i�l��r��r� �:.:�� t�� ����.��� � � � �:���� � . .•��.�:I� � I ...... ... ... ... ............�.�..�.� ..... ........... ......................... ................................. ............ .. .. ����� � � � � ��� i � �� � � � � �� r � � � ����� �� �' �� �� Y .. ':::. . .. �������� ��������� ����z����� ��:���������`:���`�:��: �v�� �:�. ���. ������� � . . �� � � �� � � � �� �� �� � � �� � ....�..� � � � � �� �� � ��� ���� � . �� � ���� � � . � � � � � � � � �� � � � � �� �� � ��� � � � � �� �� � � � � � �� ���� x � � ����� ������ ���� � � �� � ���� �� ����� �� �� ��� ����� � � � � ����� �� ���� ���� � ��� � � ����� �� � ������ � � �������� ����� ��� �� ����� ����� ����� � ��� � � �������� �� F � � �# { * � � ����� �� �������� ����� ������ ����� �� ���������� �� ��� �� ����� �� � � �� ����� ���� � . ��� ���a�� d1�i�P�n� f�h ��� ����� � ��� �� � � � � � ��� �� ��� ���� ������� �� � �� ����� ��� � ���� � ¢ �������� �� ����� �.�� �� � ��� �� �������: � �������� � � � . . . . .. . . .:. ... .: ... .. . . . . . .�.. .. .. .. ��. �. .. ���.. . . �� . . .. ::.� .�. . .. ..... .. � � . � . . . ..". . . � . . . . .�. � �`'. . . . . � �� � . �'�. � . . �� � .�. . � , .'�` � . . . :° :.. `.� .. :° �. .. � �� � � : : � � �� � � � �:� ��:.: �����-� �:�:��`�:� �°�:�� �:�� ��� ��� ���� .�: . :� .� ...��� � � � :� . .. . �. . �.�`��.� � ��� �.� '�.�: .� �:�. �. �.��. ��� �: :���:�°� � .::. .::�. :. �. � � .�.. . �.. . .��. . . . ���� �: .. � � . .. � ... . . . .. . �. � . .. . . .y .. . . .. .: . . . . . . . .°..::� � : . . . . : .. . . . . . : . . . . . : .. .. ... .� ..: . . . . . . . . . . . � . . . . .. . .. .... . . �:. . . .. ... ... . .. . . . . . .�.:.. . ... ... . : . .. . . ... . . .. . . . ... . . . . . . . : . :::� � �. . ... ... . . .: � ... : � � � �� : � .: �:. : .: .. : _.. . : � ::: . : : . . : � : : :. .. :... . � �. � ��.�� ����`�������:� � �� �:��� � �:�: ��: :���: : . �.�� .�:�.�`�� � : �: � .��:���������� �� ���� �:� �: � � � �. �`� �:..���°��:�°`������� �����.: I ���.� ��.�� �.��. .�.� : . .���: �`�.. . . ���� . . . . . '� � : . .. � . �. . . . . . . . .. . .. . . . . � � . . . . .. ... : .. . . .� . .... . ... ... .. . . . .... ... . . . . . �..��. . `. . . .. . .. . .:.. .:.. . . . . . :.. :. : �. . . � . . . . . .�. : .. .. .: . .: . . . :. : .. .. . . .. . . Y ... . .. . . . . . . ' : :. : . . �LWC . . �.+C� F � � �: � �� .� � � . •� •• • . '. . . . . •• • .• �•. . . � .• • . : ' . . . . . . , . : • � . . . '. . . . � ':' . Y . . . S •. Y . � '. 'R � . . . . .. :. . .. . . . . . . . . . . . . : .. : . . ' : . . . a .. . .. . . . ... ... � { * � ��� �� �� ���� �� ������� �� � � �� �� ���� ����� ������ ����� � �, � ��� ����� �� ��� ��� � ...... .... . ... ... .x.... .. .... v.. . .... .. . ... . . . .. . . . � �. �.. �. �: .:... . . � . .. ... : .. ::. �. � � �� �� � � ��� � � � ��� �� �� �� � � �� r � � �� � ����:� � � ����:�� ���..:: :� � � �:��.�:�:�:: .. y :. :� ...� �:� � V�:.:. : .� �..� � � .� : �.� : � . � � ::� . � . . ..... . � . . � : . � ��� :� � � �,�, � .. �� � � . � � '�. ... .. .� . .. . : :... .... . ... ... ...�.. x . . �:�����.�.���:�.��.�� .�F�� �.����.����`����:� �� x. ��.�. . . . ..� : . . � � � � �:���� � � �:�.� �� �. � � � � � � � :��:�:��:�:��� : � � � . .� � . . . . . . . . . . ... :. . .. . ��� � .. �� . �� �� ��� ��. . . ... . . . . . . . . . . ..� .... . . .. .. . .�.. . : . ..:.. . ... . . .. . . . . ... . . : . .... : . . : . . . . . ... . �... . �: �:.. �.�� � � : . �� �:���:�: �: :�:.���:: ::. �� ��:����.�:�#� : : . .�:��: .��. :.�# . �:�� � � �� . . . . �. . ��� . �. �� .: :� . :�� : . � �� . � �:.::....�. . : � �� . . .: � :�� � �� � : : � � � � � � � ��� �� �� ��:��� � : ���� :::�: � � � � � � � � �:� � � � � : ���. ...��. ..� ...� � �� .:�. .....:. �. .�.� . ���� :�� �.�� . ..�� � . .. . .. .. � .... .. .... .... .. ... . .:.. . ' . . : Y . . . . : . . : . . . . '.... . . . . . . . . ... ... . . .' ... . . . ••. . G j . . . : . r�7� • �'. . . ' . . . . . . . . . . . ' � . . g�• . ... . .'. �: . � �� "TM � . ���•� �� � � • •• • •• • • • ••�•�•�� :.�• F �� • .V ... � • • • . . .. . ' . . . . . . : . . . . � . ' :. . . . . . . . . . . ]� . . . . . • ' • ' . %Y %Y: . . . . . . . . . � � � ^�'F � � L f� 8 � � � } � 4 � . � . . ....: �: : ��� � :..�. � � � � �. ���: � . �� . �.� :� �� � : �: .��� ��.� �� � � � � � � � � � � � �� .�.�.� � ��� � � �. . . . . . . . . . � � ... .. . � ��� � � � � ��� � �� � � � ���� �� � � � ����� �� ���� � �������� �� ���rt� � � �� ��� �� � � ��� �� F � ���� ��� ������ ���� �� ��� � ���� � ����� � � � �� ��� �������� � ��� �� ���� � ���� �� � � � � �� � � �� ��� �������� ���� ������ � ��� �� ��� ���� �� ������� �� ������� ����� � �� � x � �� ��� ���� ������� ���������. ��� �� ������� � �� �� � � � � �� � �� �� � � � � � �� �� � � �� �� ���� ��� �� ������� ������ ���� � i ���� ��� ���� ���� �� ��.�� �� �� � � � ���� ��, ���� �� � ���� � � . .. . . .. .. . . .... . .. . .. � � ���� �� � � �� . . � . rt {f$ �. . : Y n . . . .�_• :�� � � � �. . . .'� � �� . ...�.� .g : ' �.�� � � � �� ���� ��i #� ��� ��:��' ���� �� s � d ��� �� ������ � ��� � � . . .. .. .... . ..... � # � � �. �. ..��0.0 ....�. . . . �. : .� : . . . � ... . . . . ... :. p � R Y�F' �i � � � � � . .� 4� � � •�•� �. �� � � � .• � R ��:�� :�:: . : ' . �.�. �� y ����� ������ ���� � �� ��� � � . � r � . .. ... .. . ... . . ..... . . . . . . :. .. � . . � . ... . . . . . . . . . . . ..: .�. . : . . . .. :.. . :.: . . x�.� : . .:� . - . . �:�-.. . . . .. � . . . . . .. �� � �. � � ��.� . � �.:: �..::. .� . . �. . : . .��� : . . . � . : . � : . �. � � . � �. � �� �� . . ��. . _� .�.� �.� �: � �.�'.�. .� .�. ...�. . .�.�� . � . .� � �.��� �. ���.� :�. .. �. �. �. . . � . � ��� . . � � �.�. :. ����. ����.� �� . ��:� �� �`.�.��. �� � � :. . .. �� � . . . . � . . '�` . . . . .. . ... . .� . . . . . � . � . . � . . . : . . .* . . . .. .. � . . . � ... . . . .. .� . ....... . . . ... . . .. . . ..... ... . . . . . . .. . . . . .. .. . ... . . . . .. . x, . �,}� . . . . . . .T . . . • . � . � � � SE � � �Y� � � �� � • ��. . . . . . . : : ' ' : ; %': ' #. ' :.:' : ' ' x' . . ' i� � : . . . � . . :. . . . . ... . . � . . : . . . :�•��� �• ••• :� •�'' :� :•• . .• .�. . . .' . . ' ' . . ' . . . : . '. : ' .: : . : :: . . . . ' '. . : . :.. . : .�•� . • • SOC.�� • �' .�.���.�.��.� �. .. . • . . .. .. '.:� . . �Y .. : . .. . : . . {F • � . . . . . �. . .!S . . :. . . . . . .. . . .. . . . . . . . . .. . . . . . ' . . . . . . . ' . . . R ' ' � . � � : � , . . . . . . . . . . . .� ' ' . . . •. . . . . . #. . . . . ' . . .. . �. • ..� . x:. . . ' . ." . ]dE. . .i�&. .. . . . . : : Y ..:�C.�. . . . . . . . . � �— . . . :: _ • � �. . . . . .� YY]tt'. . �� � � ' . �� ��. �.�� . . . . . : y7{}��.""_x� • :�• . . . .' .'. . ". .�:. .' Ic . . . . . �ac�.�: ..��dh�' �.�.� �'�'�� .+c . . . .. . . . . . . .: :. . .. . . Y . .... . . . .. . : . .: .: : . . . . . . . .. . .... ' ' . . ' . . . +pp� . : ' � .' :� . .��'� . . . .R.� �..��.. � � �.�� � � : {•• . {: . .: %%:. . � . . .�. . . . ' . ' . . . . . . � . . . . . . . . .' . . . . . .. .. .... . .. ��� ���� � �������� �� ��� � � ����� � � ���� � F �� ��� ������ ���� ��� �� �� �� � �� ���� �� ������� ����� �� � ���� �� ����� . . ¢ . x �� ��� ���� ���� ��.�� . _ � ' . .. :. . x.•• • y� ` %�•. •Y � � � AC�]T �: ��. P� � �� � �� �� �� � �.��� � � � � � � � �� � �.. . � � � . : ��.�. . .:.�. ��� � ��� �� �...�.. .. . .. . . . .. x ��r.�µqs �"g�Ty}" . .d . • .:� � . . � . . '. Y. ."%X :: T ,�P. � � � � �a � �OWF' �� � �� � �y � �� � ���•��.� � � � u�7 � F # 'IF �� �� . . �j. . . . py�`"�� ,�'�/.�q p y�,�a � �� � � � 7d� �� � ••��7C �•• • TLT +� F � � � � ��.�.��{ � + N � ��� �. . . C � � � �� � O � �r �PPh � hnry . V �•• �� � + � �.� � �. �� ����� � � mm� ��� ���� ��� ������ �� ��� �������� ������ �� �� �� ����� ����� ��� �� � � �� �� ������� �� ������� �� �������� ����� � � ������� �� � ���. �� ����� � # �� � ����� �� �� ���� �� ���������� ������� ���� ���� ��� ��� � + �� � � � � � �� �� ���� � �� � �� �������� ������ ���� ���� ��� ���� ���� �� ���� ����� �����s � �����.��� �� � f � � � � � � ���� �� ��� � � � � � ��� ���� � �� �� � � � � � � ��� ���� �� �� ��� � �� � � ���� �� ���� ���� �� ���� p � . . ���� � � �:.:. ��� ��� � ��� ����� �� ��� ����� ����� ����� ����������� � ���� t ������ �� �� � � r � � � ���� ����� � ���� �������� ����� � ��� �� � � � � � � �� ����� ���� � ��������������� ���� �� �� � � � �� � �� � i ���� ���� � �� �� � � � � ��� � �� � � � ��� � � � .. � � �� � � � � ����� � � M X � � ����� ��� �� ���������� ��������� ������� �� ������mm�� ���� ����� � � �� �� � ����������� � � ��+ ��� ��� ���� ������� ��� � r �� ������� �� �� ���� ����� ���� �������� ����� �� ��� �� �� �� �� ������ ����;. � � � � � � ����� ���� ���� ����� ��� ��� ����� �� ��� ��� �� ����� � �� ���� ���� � � � � � � .. ���.�.. . ... �...�.�:..... � . �. � �� . . .:�:.�.�. . �::� . �.� � . . . x. . : x� . . . .::. .. . x• . �r . . . .x .. ...: . .... x ... • � � . . ti ... . x:.. . . . . � . . . . . . � �. �•. . . ' • ..�-x�ooc�dic_;�: . . . . . . �.:::�c . . . .�w .• : . '� . . . x. 3t' :�'°'. :. . . . .�.• �x:�. ��»c�". . x . :�'°' .. �.. . . . .. 9S[ • • • •• ��Y • • • •� �• � ]WWGGWWGGWWGGGGO�GGCYY%%%___]OOC: • . ':•': • � . .. .. ... . . .. . � . . .' . ... .......+.. .... ...... .' . .. . .. ... ����:��:������ � �. �� �:.���: � � �� � � . . �� ������� ������������ ����� ���� �� � � ����� �� � ������ � � �� * �� � � � � � � ����� � �� �� � � � � r ���� �� ��������� ��� � ������� � � � � � ����� �� ���� � �� ��� � ��� � ������� ����� ����� ����R �������� �� � ��� � ���� ... _�... ........:..:..:............. .. ... �* .. . �������.���� ������ � � �� � � �� � .... : ... . ....... :��. �. : � � �.. . �...� � �: ����� �} €� � :::.� : ��y �� � . �+C' S{ O � I'� �.' i'} 1 � �� � � �. � �4+'� •I• •k �. • �e �{ 77C_� 1. •• ��. . �� ry . . } LR � � x q� %' :� • -0D f � .Y*%.1:. �i: fV��F . . �:{.:. v�C�+C 3E •' �} • . �; .. � � . �` . .�..�! ' ' c,^^^ � ... ' �wq�,�dc� . . � � : : .�,°,..: .'. � � • �'°'�• ' . .�"'`�� .: • . � �" • : . . . � � �'i " xx� � :�e' •. �^� ��, . . . � "'"� �'. . � .� � .�#' ' � . x . '� ' �. . . .. . . � .��: � � • . �. . �,.,� �� .:�x, .. �:'�� . � '�`�.' ��' .. ' :�` .��:� �.� �.� #'����.�. . � �' �"'� . . . �. � � ���: �.. � � . � �. . . �. � . ;��.. �� : . � :.� . .�. � �� .�� . -- � ..,�. . x. � :.�.. � � � � �r.. � �� � ���� � � :� �s. #��� � � � :� ..��� ��.� �� � . .. . `: �� �.{ . .� � ` ` .�� . .�: a� �. � � � ' � � � . . � � .� . . .� . � v* . . :K:. . .� .�. �.vc: . . �.. "' ' ��' . ' . ' . .'� . '.' . .� . . .�. :' . '1� mw .. . . . . .� � �!' . �{ � . . . . ' '�•�& � ' �. . ' 3BE: � »oa. � �i . ..��. . �:�: . , �. .�.: � . � ��.�E: � .. .'�'�°i, � ' � ��' . .� . ��:� � � : �.��. "°'°,�' � ��: � � #� ~���. ��. . .� � �� € �� . �;,;,;.. .��� . .. � � .�.'�'— '�",� � . �. . � : � . . � � �� �� � <: .. . . . . . . .�:. . �..� � . : . . .K . . . �. �.�:.� �. . :'�� �. '� '�':� : . �'AC�` x � w°`` ... .��'` "+�� � � � :.��.. .�� . �� � ���# � �]�,� � � �� � .� � �. .�.���$C� � � �•. � . • ' �... .� � L' ���.IX . � .S'•• .� .+�x� � ' � • �?� • • • � � : � '�'• • " • � �. � .# . � � # .� L �. . .��i. . . • �• � ' ' � .�' . . � � ' "�.�v . �." �` � ' '` � . . � �. �� �� . . P'9`� �. ' �' ' ' �' „ :: . . ��. . .' . .3� �. a6 . . • ,� . � � � � ' � x . •• ' • ..' � �,,. � xV�� ... � � : .. . . . .: . .. . : �� . . .. �� ... � �.: � �. . � � .. � �� �. � . � � . �'°°`'°��`��. . � �3 . ���. � .. '`°�s`,� � ,� � � . . x� �� : :: .�� . ��: � Y' ..� . � .. . �� ..� � .�� . �� .�� . �. . : .�� . . . .... .. � �� . ... �% . . ..�.�. � � � . � �: . � � :'�� . � :��.� � . �.� � � � � � � �� � �F. � {+�' �' � � 5...� j : ' � as*+*r Sc�" ��� n..... �' � � � � � : : � mtm� � �G � �� : � � � � �� : � � � � . .� { � � ��� � � �. � � � �� ��� � � ]�701C �pp�T �� �TM .�. . QC 1C � .n om� � . . � ...� � �C: . �+r� d'�"� • � i g0,� �i��a�� i kb� �'�: :. � � � :�: � � ....,mo- .: � � •• � J $k ^Pt� R � . � �� ����� � vvYvv ...._x: ::xxxx»a ..'°� .. .. � . . •. ��.�.f.i.� . . . �.. �.. � . . � �. .���• ... . �. •�: ,. . . : . .3ocx� � �� �. • �. ��"'8t, �. . � ') c.. �� ... .. �. .�x ��: �. . � � � . . . . n�,..„�.N..____:::::::Ac• . : .. . • .... . 3c. .:' . ��" . ��nnh��..--__xx . . . . . . �.:::�.�.��: : � � ���. . �..� . �...� . . . �� � .�.�: : �.�.� ��� � �°°°°°� � .�°°°°�'.: �' �:.: :.-. . � � � � ... �. :� :�: �:. � � . �. � � . ;. �. �€ ��. .� `. � � . ;. �:. � � �:� �� ���:: ���: � .��� �:::� .� ��. � � � . 70GRTC . . � � ..YY:" . � � :V'�}. Yrn. . ' ':�. : . . .�C • � � iNl f }�C� • .�.' �%'Y" � • ' ' � � ' . .. . . .� . � �. . �t�:. . . . . . . . . . . . . . . �� ....... � � �v �: —__xxx::xxxwcc+cwwoo-�o�62+0: ..,a,o-o.;;,:. . ..,,,r,,,_.. . .x . " v`# '4'� . �'�i:.. �x.....� •xvvYvvYvt••— . . . . . . . ... . . . . ry auaF = � � '+o- . . . . . . ��pp.vy• . � � � i: . . �.1 . . � �`�+C:$��: . -04 � � % . .: � �. . .. . �. ����6: .ic . � . . . . _ . .. �' • •�• �� ..:•. � .. . . . .. . .. � � .. ... . . ....• . . ' �.' :.. ': .@"�. . . . ' . . '.� . . ' .. . . .. � �:���.�_�� ������ .�� .���. .�: ����:�:. . :��:: : � : �° .�. �t:. :.� ... .. . .. .. . . . . .. �..� . . . . .. . . . ..j . x . . . T� . �mm° . . l: .�: • �• .J ' ' O' .. +� : . � '�'.. �. .::#� Y . � . :. . .. ��+VK�.. . . ..'. . .#.�' . .. .. ... # ' $� .. .. % . � •� . ' '. ' .. . � . . .. . � ' . . �'.'��. �. . . . �.�7�' �� {�� x . . . ---- -- ---- . . . ::: ,.v,.,.,.,.� :.:.:.� ;, ....:.�_.. ,. � :.:.....::xwocxwoocowoo '�'�::' ���' . . . . . . .. . . . ..x�...x. .::h:.:.]Gh . . }i:.vxmii:mr •Yl.vlmv�n'a'� . . . . . . . . . . ����� . ' :. . .. . .. .. ..' ' � . { n,xyyyyy ..' " . . . . . . . . . . . . . . . . ,� • .� � • % . . . . � � . . .x .�:�'. . t �d � �. . . ..� . �� � ��� ��� � � ".'�''� `°� `°°�''� ��"'� � .. � � . . . .• •• � �. . . � _ � __�. . .�.�. . � � � � � � : : :��:' �.: . � .�::::� . � � . � � �� : .. :.� � � � �AA� � � �'. � �. � �`•:'�� 1:. ^�^� .} �,. , �, . � � � �'.�.' . � �r � ���.� � #. . � � ``��. : ��. � � '� � .. � ���. °� �..��. � � ���.� .... ,,,�,5 � �, � �...�: , � � ;. . � �� .. �pp� ... ..�. � � ..� ..: •�Y�.•• � .��. . �� � � ,�, � � � . '�'� � �C+�$E. k. y••x 2'^�'s kvxr . �'?�.{ s �'""%� "�'"� � '�• ..• • � E � ��� � � �r. x����. �� �`� �� � �� .. .::�°°°�..: ,.�„ �. � ����� .�.� �r � '. ��' ' ,,,�,.,,�� � . . �. ` � ' '�::.�.� � �� � . .� X:. . � . . . . . +*RT' S++'x'r ' . O{ ��• �• �mf ���•� � . . . .� . .�_:. . � .. � � . �:._.. ::� �� � . .�.:. . .�5x• : . ::•y•,;� % r• � t . �x,� . .:.� �" .�.' � . :..��, . . . . � ' �� .'�'.. .���: � • . . x ..� .:.:�� � .� . .. . �;�� � . � � � . . .. e � .. .�� `.__�. ����� . ��:.:.�. . . � . . � � � � � �3 � � ��� � � +-� � � � � � � � � � � � � � � � � � '�_ �'� x V "xamo`'°'. k+�_� . �%oc:._. � . ... ... .. ..,o„ca.�. . . .. . v,.y� . �Yi���'+wcx:. • . "r°?'wx:.,.,.,�,ovc__ x •. : • • � •' '�coo.:.,�. . � � ��� ��� ��� ��� .... � .,�.x. # � : : :� ��'. . . �:� . . �����.�� ������ � Y � � . � ��`�#. � . �� ��5. . .. .� � �# �������� �� ��� � �. � � �. . ..�`�. . �� � { ���� � � �� . ��� � � � ����� ..��: . . �� � � � . � ���-�n���`{�.:.�. ����: �: � � � � :.x: �` : � :.:�::::: : � � ............. vvv ..........n � ¢ .. .. ... ... ... . ... �. v.��... ...._..----- -�--- vv� v � .. . �------. � � . . :. v ¢¢ .. m �r .... vvvv.wA�v . �.. .. �� • � .....__::::x�.. � �,� . . . . . . . . . . . .�. � . � � �;.�,A.y: . }�xvvY ......................-� . . . �, . . { •• •• ••• • ••• • •vvrvvr:•i]C]MC+C�nYv••••v�nY••••••••••••YYYYY:. � ..%�MP':]OC: .,�:.:,..:�. . .r:aoocccooc:. . ������� �_���.���� � ����������� � �� �,yf�o�o�YWo-�o�S - —___ ______�L1LY7070707C7070GGGP+70^�P+' ��••pp�.• v^P'{�n+R+.�C'. .Cr''u.'n.. ".'. .. . �7�"T' � .�. � � � � � i N � a pc � ����� � � � � � ' � �� � � � � � � . . : � � � • � � �� � . � � � � � � �: :. � � � � � �. .. � � � �� : � � � x � � : �� ��.. . � � � � � � � � � � $ � ..,,�k ".�;,� � """"� � � � � � � �� � �°°°°°� °� � � � ����� ����� ������ ��� � � ����� � � .. . .... � � � . �.•. �•• ..� . �� ���� �}�¢ ����� ����������� � � .. �.�: � ��� ...:. . � �y� �, ��� . � � :�� � � ��`. .� .��P ����`���� � ��,. �'F,� ��� � •,�___—� ...�• . .�� ' ,f�,��+�+��6 ��#�7�a�..�a . . � . �;� .� �Y� �. .. � . ,� � . . . . . . . . . . . . . . . . . . . . . . . : . . . . . � : .� .� --.::.:::..:.:...... �� � � vvvvvv� .__:._t. . � . . . . . � .. . .�. . . . . . . . . . . xxxxx � . . � .. � � � ..�v� �� .. • ,n,:.n..nn:::::..—r�____x:.:. �*�+�+�+,�c ' . .. • : xmrrrrrrrrrnvv,� . .-�xx . '.+a�T�T�a�vv Y�"."'k" . . . . . . . ���� ������ �� ������� ��4�� �� �o.�� 6m�f� �+9�T�i �������9�'�� � ���.. �0 4 �'�.,P�.v�,� � � �.�...�� �.� . .. ..... .. ��----- � � .# : � � � .,. . �'�� � � �. � � � � � ��. � �i: � � � � �� �'� � �" . ¢ �� � � � � �. . . � �' �`� �-€ �� � � �� „� < ��� �� � �� � � .. ��� � � �� � � � � � � � � ��� �� �.� -0°°� . . � � � .....� � � �: � . ...� � k�� � . � ¢. � �:� : � ���� .� � �� � n� � � � � � � �� � # � . �� � � � � �..� � �� � � � � :� �M� �� � � �,�. .. N� � . � � � � . . � � � � � .v..� � � � . � � � � � � �., � �,,,� .� � � �3 � � � � � � � �.�.� � � ..: �� ����:���� � � � �� � � w� �� � �.� � � � � � ��s � � �,x�� �,�; � ��, : � � �; # ,� �� � � ��� �� � ;� � --� : """� � � ;;,�. � � `—� �" � �� ��� �g • ,� '� '�.� f ,.�.N.,N. --..__ .!.'.5 �.... P 2 � � � � � ,� �� �"}' � i 1� � �� � �: � � ��vn� : �_ � .N..,� � � � ' �� # �� � � �°°� N� � � � � ..v� $ . :� � � � . � � � ��� ��.��� � : � �# �� r.r� � ������ ��# � � .....� � � � � �� x,� �� ��.w .�� � ••� � � � � � � � ����� �� � „„�,a '� �� � ���:x. .� ' � �'. � � � � �� .{ .r. � � � ��#�: � � � �� � � . . � � ��. . . . ��� �� ����� �� :�i°� �. .� . � . h � . � ... : ������������������ :� ��..��. � �� x ��� + *.� { � �� a,� � . . . .' ' � � �p°d�`. . x : p��{ �r����........ �4�� IF ��eTi+�i � ••���• �� •'• % k ...... ��. s+� �} .' . € . .:' �����E� k� J�.�� F �1� . .. .Y. . ' .. r_r . . . . . . . . ..�CY]G7WC: S. +�wx'�'`i rY''i .. � g.,�,v:. . . . . .............y .. ' ..._....i...w..:::::::.ti.ti::::::::: ... . r.py,y,yl,�,qp ...r..-.r.ri ' ::::::::::::::::::: • � �� �w .. � . ��� ����Y: . .. � .. � � � �� � � � � ��� � � � �� � � ���� � ��� � � � � -�� � � � � � � � �� � � � � � � � � �� � � � � � � � �, � ¢ �� � ��� ���� ��� � � � � �"°� � � � � ° � � � � � � � � .. � � � . � '°�'�; .�'?°� . ,�,;�. . �� . x � � :�. � . .�. . �: "� x— �°.. .����:�� . ��� : .� � M.�..� • .:::x. ..�vo-�ax• . — �� � . ......�Y�.......... --.,,..._.. . ... ........ � : . . . . • . ...._.._..__ . � . . . . . . . . xwx»wwcc: � ::::::::: -..--- . . �. . „v:.x . � ..... ......... .........� � ..... ........................ . Y r ]GC. ... ...:�°`�: },n,v,;. �: %' � � � � � � � � � � � � � � � � � � �2ip°°°°p� � � � � � � � � � �� � � � � � � � � �� �a � � F R � � i � � � � � � � � � . . �:��: . �C' . . . . . � {:: �mnnnn �ra: • � . ' ' . . . . . . . . . . . . .L�N�L . . � . � .i� � . .�. ���. . � ��� � �:���� � «� � ��¢ � � :��:��3. � i � . •i ..+,�'� Y i � � . ;� �� � .� � � � __i b.' . � ���:�� + � � .;: � � � � � . . .# : .��• . � q S' � � .:�.. � � �..�:.. . � .. � � • � II .:.x' .. . . . . . A�¢�+T_. __.u. ,mm.+�: . �� � � .�:::� �: s..�.� � � �:.. � �: � '�. � �� � .,,.,,�. � � �� � � � �� «� � � � � .� � � � PARCEL 10PE/10CE , � a � � : � N � ❑ I ❑ �� � � �� � � ����� ����� ��� ������ � �:�� �� ��� � F��: ���.�� ���r�itt�r: �1�EIV� El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��, � � � f�l�r� L�ui�� �li�h�l��r� �f�Tl�� �F ���F�����`��L��� 1�1�F��'�: �F ��� ��� � �I��� �� ���� ��� ��� ��1� ��i��1�� �� ��`�i�� ��� �L� ��L �� TH� ��LI������ ����F�I�f��l {� � F ��� �H I � I�����J I��� ����F�� �T �� F���� ��� I���F�� ��] �H� ���L�� l�E � ������ ��� � ������ ���� ���'� C�l[� I��EF� �� ���I� ��I���'� �.1����� [�� �I��F�. ��� ��r����� I��. ������ ��r��� ��r��� �.�.�. ������ ���� ����r�� r � ��� ��r��� � �I � � ��� ���� � �r��� ���, �����r�� ����� ����� � ��� �1�� ����� ��� ���I�� ��� r�� ��#���� L�r�� ��1����� ��'�►�"� �� TE�� ��� ��� �� ������ �� � � ��I�� �L� �I�� �� �`���E ������I�� � �� � � � � �� ���� � �� ����� ����� ����� � �� ��� � � � r � � � f�����: �� r�l �r� 1�� l���f�� �F�AI���I��� f���l���� ������� �i������r� ���n � � ��� �1 �� � �. �r��r� ���. ����r���, ��r�r�� ������ T���� ���I �� � F��VT� � �: ��`�� � � ��F�T �� F��'H �f��l�`E�*� ��� L� �� ������� � i rr����i�� ����t�r y �� ��� ���� �� ���� ��1��' ��F��� Ti �1���1� �� �T� T� � l� , ��� �� �� �� C ���� I � I�+ ��� ��� ���'� �� � � � ��� ��� �h�r ��� ��� �������� �� r��i��r��i� � � t�� � ����� �� � �� ����N�� �� �� �� i�� i � �r�r��� ��I�� ��I����� . ����I� � �� � ��� �f��: ��I �l� r���� ��rt��� I���� ���r�� ��� �� # �� �r������ ��� i� i� ����� ��� ����� . �r����r, ��� ��� �r��i��r��i�� ��i� �� �r�r���r �r�� ����� ��� ��� ������I� �r��i����i��� � ��f��� ����L�� ������ ��� ������� ��+ �4������ ��� ��������� ��� ���� ��� �� �����;I����f � ��������N ����r��r�t f�� ��� ��������N�r�, �����i�rt� ��N������� � �`� i���r��r��� �r r���� ��� � �� - r���� � r �� � �� r��n��� � �r���' ��r�� ���i� i�, ������� r r�������1 �� �� c����i [��' . �� � ���M�i� ����� ��� � �� �� ��� F���. ������ �`��� �f��� �. �� ����� � ; . � . � � � i : � � i�n�� ���� � � � �r��;����� � r���� ��� �� �r�� ����� ����� � �I� � � � � ������ �����rn��� ��� ���� �� r��r� ���a � r���u � N��, ��� ��� � �r����� �� �� ������ � r�� r� I���� ����� I���r�l �ir�� �� r� �� i � �� �r��� � i ��� �r-��� � ��r����� r� ����� i � � � ��r�, �r-��� ��-r� � ���� � ����r� �f �I�� ��� r-r-r f . . . � �r�� ����� rt� �r�� rr���� f� �i� �����'M��� �� ��I������ ���' ��� ����� ��t��l��� ���'��� �r�� i���� ��t� ' r � � � f���� �� ��� �� � ���kr��r�� �������, �������� �r�� ��� �� �� ��� �i�il� � �t �� ��� ��� ����� �� ����� � � � � �������� �����r-� � �� �r�� �� rt �I-� ������ �� r tl�� � r ��� �f ��r������� � ��#�� . . + , � . * � + _ � � �� � �* �����rr-��r��� r-�p����r��� 4"�!�€���+��� ��� ����I���� ��I� ���Fi��� • F � �� �� ����� ���� I ������� �� � ��� ��� �������� ��� � �� �� ������ TT ���� i� � � � * i � � � �� ��� �� ��� ������ � i ��� �r �� �r� �� r�������� ���� ��� ri �#� r����� I� ����� �� �r ! [ �r���� �� �r�r� i� #� �� � � � �� � ����t�� �i�h i r� th�� �� ���� r�� ����� r�� � ��r������ ��r� �u�� �r ��i ���� ���� ��i r� ��t �� � �r �� � I �r� r��� �� � r�r� ������� �i� r� � ���� � i r�, ��� �����, ���I� ��- r����� f�r�� �r� �� I I� �� �tFr�r � � ���u�t���� �I��� r���ir� � ���I�i�� ����t��� �I������ �r����r ���I� �� �f��#�� �� ir-r���l� �� � � � rr��� �t�ir� � ��r������ ����� �t �� ������ �ri���� , ���d �� ���i � ��� ������ �F�� ����r��r�t � � � �r`���r�, ��r��t�� ���II �� ��ri��t�� �� ������� tf�� ��r��� �� ��� E���rr��r�� F�� � . * � ���r� �t ���r�t�� � �� I� ��� � �� �������� ir��r��l �� �k�� �`�������r� r� �� � � �i���� ��� � �i���� � r' rF F � � � ��� �� �i��r s�rf��� �r��r�����r�� I������ ���r� �r ��'��nt �� ��� �������� Tr��� ��i�l� r�� ���� � � ���n �'�r����� � ��N������ � �I����� � ���� �� � �� ������ �� �� � r�� ��� �� ��� ��r� r������ u�� �� � � ��� ��t����r�t � r� ���� ����r����r. ����i��� � I������ �, �� �t �r����� �h�l I � �� �� �� �i � � ���� � ���t�r� � �` r��N��� i r��� ��i�r� ������� �� ����r i � �����r���� � r��#�I��� i n �� �I��� �� �� ��� ����i� ��r�� � r�d ������ �� � �� �� t�i � E� ������. l�r�� � r ��r����� � �1 � �� ��� �t�r � �� t�r � ����� F�r� � ����� �� � ������ t�� � �r���r �r th � � � � � �'�r�t� r`' � �� i r� � ��������r� � �� ���� � � �� �� �r��i�l�� ����� �tl�� �l ��� �� r`�i�� r�� �� ��� ���� � � � �� tl�i� ����i�i�i�� #� ���������� �� ������� ��r���� a�f��r�����r� ���� ��� �� �r�� �r� ����! � �r������ ���� #���r� �I�� ��� ��r ��i�� ��� ����rr���t �����r� ��� ����r�� �kr��� � ��i���� . . . � � ���1 � IT�, � I�� ��� ���1 �"����� ���� 1�i�1 �� �� ��1� fl�� ��� �1������ � �� f1��� I�1 �� I � �� �I�I���� � � � � � �� �-4�1�� �i�l� �� � � �� ��� � ����-�������� ������n�} �� ��1n� r ��i� � I� � �� �� r� � I�� ��� � � ��� �r�r������ ��������r ��r� ���r��� �� ������t �r�� ������� ����rr� �IE �r�� ��r���l�� ��� ����r���� �r��� �������� it� ��I�������' ��1�1 ���I���a ���i�l�� �1��� ������ ����'M1������ ������ �����1'�I�1 �1� �� �E��t`�1 �i�� � ���� a �r ��� ��� #��r����. �i���� ��� ������������ �I��r��� Mr� �� � ����� i� ���� �r�����, �� � � ��������� ��� ����� r�� �r���r; ��� ���r�t�� ���� ����� ��r-�� i���i� �r�� i�� . � ��i �� ����r��r�t r��� �� �����t�� �t� �� ���� �� ������ � r��� ���� �f �h��� �fi I � � ����� � r� � �r��i���, ��t� ����1� �����I��r �i�l ��r���it�� �r�� ar���r��r��.1���� �I�� ����� �� �i��� ��� ���r� � � � ��� r�� � r�� �r�n� �r�� i r��l�r�� ��+� �l� r� �. �������'1���� �F��E�F� ��I �� F�LL��I�I� ��#��] 0 �����r��� ���r�� ���,��r � � � ������ �������� � � �� ����� � � . � L � 'r k � ��� � � � � ������� �� ��r���� �� E ��I�Irt�E, �I �� ��I�r-��t����: ������ ����� �������� �� �� ���� �� �������� � � ��� 1 I� �� � �� • ��� tt��w �� � �r�� ��� r ��� ����� � � � �� ��� ' � L�� 1 � V1f � � 1 1 � � ���1��� �� ��� ������ I� r� r�� � � r� � � � � � � i�l � ��������� I��. ��1�����-���� �l� f1��� �� ul��� � , � ���1'�I�������� ��1' ���� � �� ��� � �� � ��� � � ���� � � EF��E �l � � tl�� �r�����i�r��� ���i�ri�, � ����� ���I i� �r� ��� ��� �l�� ���t� �� T����� �� tl� i � ��� �� �������� � p��� r�� ����� r� �. ������� I�r��� t� �� t� �� t�� ���� ����� �I���� � ���� �� ��.�[���C'���� �� ��� ��'���1f�� I�l���l��"1���� ��'1� ���I�I�������� �� �"f� ���� ��� ��I"�'+I� ��� �k-�� ��� �f �����r� �, l��r���,� �r�� �k��� ������ ������� �i�� ��� �� ��� ��t �� ��i� ��r�� � �� F�� r���� �� � ��� � � ������ � �� �� r��i��r��i�r� �I���� r� �������� � �� i� ��� �� �� � ������r� ������� � �����! ��1��� �I� �I��� ��i� �E�� �� ��F��� ��i� � ��� �f , �� �� � �: � �� 4 �� � ����� � � � � ����,��.������,�� ��� ���� ��� f�� r�'��� � � ai� t+��� � ������ 1�� �I ��� �t� �� �� ����� ;- * t t # ..� ���'�� +i � +�`,��� � � 4���� r �?L�1��� � �-��~� �i� ���� � � � ���� 1 � . ��i��� _ �t��� �� � ������� � l�'�E�1� � �1�f�� ���[�I��T ��, ������ � �� �� � � + � � r� ��� � �'� I�` ���'i�. � L �� ����� � ., � � i . �� I�� ���� � � E!� � �� ����E �� �E�� �� � �T� � F ��l ���� ��� ���� ������ ����� �� �� .� � ���i �� ������`N��� t� �h� f�r������ �����'�r����, ��� ������I�� �� � t� t'r�� ���t ��� ��r�� ��� ��� ��� �� t�� �i �� ��r� ��r`�I� ��d� �I��t I������ �������� ��� ���� � � � ��� ��� �� t� � � �� �� �� �t ���� ��� �� � � � ��� �� � � � �� r� � � � ����i �r� �I��� i � �� �� ���� � �� . � , � I � � �� �� �� ��� �� � �� � � ������ y ����� ����� �� ���� ��� ���� �� �! �F�� ��I� ��.�1 �� � � � ��� �� F���� � � ��� 1�N���.� � � �� � 1��1�� ���I �f �`��� ��� �� ������� �� �mm�r� �� �E�; ��� ��� ��r�Mr�� ����� ���r����- ��. ���� � � � ����F�� CI�I �� �1�� ������ r��� �ra�f���� , � f���� ������ �r� �r�� �r- ��� ���� �� fi � � � �� � � �� � � � . �� �.�� �� �� :� . ���:�.� :��� �..��: . � . � . . . � . �� ���. : � � ���� � � � � � ���� .�� � � �� : � � .... .. .... .::��� . .....�.�. �.�..... . . . . : . . . . ..... ... :. . : . .......... . . . . . .:...:..:.:.:. . .... .. . . ... � . . :. . �. . . . . . .. ... . ... . :. : .. . ... . � �. �� .�� �� : .���. .. :. ::. . � � :� � �� �� � �� .:. � � � � .. �� ..� . . . . . . ..�. . .. . ....� . .. .:..... ..: ...... .....:......: ..:......: .:. ..... ...... . .. . .:. . . .. ... � . �.... .: .. . . �: . . ..... . . .. . ... .... .. . .. .... : . . . . : . � . � .� . . . . . .: . . . . . .. . . . . . . . : : � . :� . . .... . . . . .� � : . �.� . � . � .. . : . . : . � . . �:: . . . : : :. : : . . . . � � . � :. . ��. � �� � : � � � : � � � �� �� . � � . � ��.� � � � . � �� �� ��� � ��� ��� � �. �. � �. �°°°� . .. �. �...::.: .... � ... ...� ...... ... . .. . . . .... . . .. ... ...:.: ..... .. ...... ..... . ....:. �.�.� . . . . . . . .. . .. . t . . . . .: . . :. #.. : . : . .. . � � � � � ���� � . . . : .. ... .. . . . . . . . . .. :. . . . .. .. ... . . . . .. � � � � � . . : �. � � ��� � ����� . .�. : ...�:�: � :. . �:��� . . . � . � . : � . � . � � . : . : . : �.�. : � ..: �� : � � � .. :� .....: � � . :� : .� . . ��. � . :�. : ... ..� .� �. : . � . ��..�.�... .:� . . .�� . � :. �. :.. .. . . . .� . : ��� �� � � �� �������: � ��. . . . : . . . . .� .. � :� . : �.. .�. ... . . .. . : .�. . .................. ... ...�. �...��... . . �. . . .. .. . . . . . . . . � . . . . . � . . . . . . . . . � Y . . . . . . . . . . � . . . . .. . . . ... . . . . . . �; . �. . . . ... . . . . . •�•� • �� � � �.��.% . • �. �� � . ..�• •� � . . �� � . �' . ... �:. .'. .:� � � �' .�. . . � � . .�C. . . � .' .. . ...��• . . . '.. � � • • � � ������' .� � :h� � �� � � �� � . . � % � . . . . � . . . .� . . . . . . . . . . . . �. . . . . . �. . . . .� . . . . •. � � �' � � � : : JC.�.% . � � � � �� . : . . .. . . .. .. .. ... .. . ... . . . . .. ' . . . . . . . . . . ..... . . . .. . . . . . . ..: � . . : : '. . . . . . . . . . . : . .. : . . . .. . . . . . . . . . . .. . . ' :. . . ' . ' .. . � . . . • .......•. . �.. .. . . . . .•. . . .. . . .. . . . . .. . . ... . . . ...�.. . . . � .h ..... . ... . . .. . .. . . . . . . . . . . . . ... . .. .. . . . . . : .y } . . .. .. ... . ... .. . .. . . . . . . ... ... . . . . . . � . . . . . . . : . . . .� . . . . • ' • . . . . . . . . • . . . ... .. . . . . .. . . . .: . . . '•�� �����•� � . � � � . • •�:� �� �'� �'�. . .�•����' •• . . .� . . ... • . ' • • ..' . . . . . . .. . . . . . : : . . . . ... .. . .. . . . . . .. . . . � . . . .. . . . .�.. . �. . . . . . . .. . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � � } � •� � ��• . . . . . � . . .. . . . ... . . . . .#. .. . . . . . +OC � � � ����� � . . '. . . . . . ..:. . . . . . . . . . . . . . . . . . . .. . . � . . . . . . �. i . . a �:r�� •� � a . .�:�� . . . .�. .�.�.� �... : . � . .. . ��'� �� . � �� , � . .. . .. '.��.� . � . .�.�� . .� � �. . . � .. . . ' .. . . :� .. . :�:. . . . . . . .'. .:�� :. . ... . . . .� . . . . � . . ���'�� . � . .. . . . . . . .� . � . � . . . . . . .� . . . .... ' . . . . . . .. . . : .... . . . . '. . . .. . .. . ... . .. . . . . ' . . . . . ... . .. .... . .. . . . .. ... .. .. . .. .. • . . . . : '. '. . . . . . .. : ..: ' . . ... . . . : . .. .• . . . . ' . : .. . . . . : . '.... . .. . .. . .. . . .. . . : . ' ' . ' . ; . .. .....E . . .. x .� . . . . . .. . : .. . ... . ' .. ' .. . . . : . : ' . : .. . ... . . . ' . .. : . .. : . . .. . . .. ' . ... .:...�. . . . . . . . . . . . . . .. . . . . . ... . . . ... ... . .. : ... .. . .. . . . . . � . . �: . . . .. .� . . . .� .. . . �.i � �� � ��� a� . :. . . . .. . .. �... � � . . .. ... .. .. . .. .. . . . • : : . . . . . . . . . . . . . . . . . . . . . . : � . . ..: . . . . . . . . . . .. . . . . . .. . . . . . .. ... . . . . . . . . . . . . .. .. . : . .. . . . . . . . . . GC .. Y.. R .. . ... . .... . . .. .. . .. . . . . . . .. . . . : : . . . .. . . .'. . x . . . . . h . . . . . . . . . . . . . . . ������ ���� � ��}..�.�.. ��' ... . � :�.�. . .�. .. ��� � . .. . . . .. . .... . ..... . . .. . .. . . . . .... .. . . . . . . . .. . . . .. . . ... . .. ... . . . . . . . . . : . . . . .. . . . . . .. . . . �� � . . .. .: � � :�` .: . . �. : . . . . . . .. �: . : ��: � � : . . . . :.:. :�: � ��� � ��� � � . . .� ��� � ����.�� . . .� �.. .. .. .� . � � . .�. .. . . .:�� ° �� � � : : � �. . .. � � �° . ° ��: . .. . :. � �� :�� .. �� �. .� �:::.. � � :��� � �: � � � :�:�:�.��� :�:�: :���� � .� � . .�.�� . . � . .� �:�: . . :. � :: .:� : �:� :� . . :: . . �. : ... . . . .� . �. . . .�. . .:. �... . . . . . .� . . . . : . .. .. . . .. ..... . . .. ... . .. . .. �. ... . ..... . .. .... . . . . .. . . . . . .. .. . . . . . . . . .� .. .. .. . :. . . . . .. . . .. . . . ... . .. . .... . . . . . . . .. .. : . . .. .. ... .... .. .. . .. . }: .. .. ......... ..... .. .:.... . ... . � : : � � ` � : � . : � : . �� � ° � ���:�: : . �:�� �� �� .��:������:�`� � .. .�: .. ��.�:���` � ��� ::: ���� � .��. . � : �. . � : � : ..� �. � .: .. �:: : : . � ��: . . : ... :x :. ..: °. .:� .�� �`. .����. . � � : .�� ��° .�:° .�����. : . � ��. : �.�. :� . � � .:: �. :�. .: . ��` :.: � . ...��.� �:::. :� : . : � �°°`�.� ��� : � . . . . . . .. . . . .. .. . . . . .. . . . . . . . . . � .. . . . ... * .. .. .. . .. . . ... . . .. . ...... ... .... .. .. .. . ... . . : : � �����: .: . . �:� . . . . .. . . :�� . . . . .� �� � �� * � � � ��� �� �� � ����� . :.. : : .. . . . �: � :�:� �. :.. . : ..:��� � � �� : � ���... ��� � � �� ����:� . �� �� : ..: �� ��. :�����:.� ��.: : .�:. ::. . :�. : . . . .. :�A.°� �� .� .:::. : : � : ... . .::�. .��. �:.�. . � � . ��: � . �� �.� �. � . . � . : .�.�.. .. ..:� .: .: . : �. . � . �. : � � : . � . . . �:� � :. �. .: : : � . . � . . . . . . ... . . . . . . .. � . � �� � °. �°� . . : : � . . � � � . . .. . . . . . � . : ... . . . . . . . . . . . . �x : �� :� �:.. :���������� ���. . : . . ���: . . . . . .. . ... .. . . . .. . . .... . .. *. . . . : . . .. : . �� .�. .� : : . .. .. : :�. : . . : �. ��� ����°�� � :�"� :.� :��°���°���:. � � ���� ���.�:��:� � . : . � . � ���: . �.���. . : . : : : .� ��: � . � ���� �� �. �:� ������: . � : �� �� � �� .� � . . . � . . . . � ... .. . . . . . . .. . . . .�. . . .... .x. . .. . � .... .� .. . . :. . .. • . . �. . . : . • . .. . . . � ������. . . . . . .� . � � .��.� � �' �.�� ��E� �.� � . . . . ... ...�. .�. . . � �. . : � � ' .: .. . � . . • � . . .... � ..: � ........ .. . . . . . . � . . . �.� � ... . .. .. . . . .. . . . .. . . . .� . . . . . . . . � . . . . . . . . . . . � . . . . . . .k . . . . . . • . � . � . .. � � ��► � � �� �� �� �� �moo-�� . .. . . . . � ..� . . . . . . . . .�: : . : . . . . . . . . .� � ��. .�.� . �.�: � ... . . . '� � �.. . �:�.�. �.��� � :.� ... ����� � . . .� �:��. . � ��:...� �. ... .•. .�. . . . . : . : : : . . . . . . . . .. . .. ..... . . . . . . . .. .. • . . . . . . . � ��: . . � � : : � �������� � :�:� � . .��.. :�:� ���:�� � ..�� �� ���Y: � �:� :�. � � �� . ���:� �� .:.�. .�: �� � �.��. . . :� .°�:� ���: . . . � . ���.x . .. . . . x .. . . . .. ... . �. . ... . .. . .. . . . .. . .. . . .. . .. . . . � � � �� � . . . ..�. . . . :.. . .. . . . ..... �: .. .. . ..: .. ........... .. . . .� ����� � . � � . ... . : ..: . .. . . .. ...... ..... ... .. . . . . . . . : . . : . . . � . . � :��:�� � �:�� �� �� � � : :�`��:�� . . . . � �. � ����. :�: . � . �. :�� . �: . �� � � �����:. :�. . �.: � : . . : . � : °. : .�� .��.� .. �� ..� . �.. : . : �..�.� .. � : . :.. � .���� ... .. . ... .: : : .... : : : . . . . . . . ��. . � . � � � :�.�: . :... .... . . . . . . ......... . . . �` � .. �.� . .. .. . ... ... . . . . . .. .. .. . .. .. . . . . .... .. ... . .. . .. . . . ...... . ... . . . . . . . . . .. .. .... . .... . . . . ...... ... ......... ... .. . : �:.�. ..�.�:�.�.:� ..: ��� �..: . ..�. . .. . . . . . ...�... .. . �.. . . � .. ......... .. ...... . . .. . ..... . ...... ... . . .. .... . . . . .. . .. .. ........ . . . . . . . . : � . � : � :: � � . .� � : ... . . . . : �* � : :. : : .: . . ��� �� � � �����.: .����������:� �� � � � :�:�'� ��. � �.��:. .�:� . : . �:����� . . : . . � � .�..... ......... .. . .. . .. . . � . . .. . .. ... : .. .. :. . . . ... . . .. . . . . .: � . .... . �. . � : .�:� : � . . . : : . . . .. . . .. . . . . . . . .. . : .:. .:... . : . .. . . . . . : . . . . . . . : . . � . . . . . . . . .�.� : ��# ������ �� .. . . . . . ... .. .... . .. . ... ..... . . . .. .. . . .� . ... . . � � . .. .. . . . . . ��. . .�: �� . ���. ��.�:�: : : � : . : .�: . �:��:�: � ��.�. � � �:��:���:���� : � �° . . . : . ...� ��: �����. .� � .� ..� :���.. : : �...:� � � �.: � .:���.�°� : . . . � � � � : � � . � . . � ��. �: : . . .. � . :�. : : � � � . .. ...... .. .. . . .. . .. . . . . . .�� . . . . ...�. . . .. .. .. . .. : .. . � . � : : . � : : . ..: . : . �: . . � � � ���:� � ���:��: ����� :�� ������� � �� �:� ��:��� �� .:. .� �. . : . . .��� �� . � . . . �: . : .:���:�� . ���. . �. �:.... � :� � � �. ��.� �. . ��� . :. .: . ��. � � � .. � : . � �.�� ��� . � . � . . . � . . . . . . . �. . . . . . . . � � � � .. . . ..... .. . . . ..:. . . .. . . .. ... .. . : . . . : .. :. : � .::... .:� � � ��� ::��:� ��: :.: � ���� �������.� � �:�. . ���'�:�� . . � � .°��.�... .: � � : . ...: � � � .�. . ��:����� . .:. :. �:� � � � : � : � :� ��:. ��:.�. . �.�. : ° : . : � ��� � �� �.. .� . . . . .. . . . . �. . . .. .. .... . . . . .. . . . . .. . . . y . . . .. :. . . ... . . . . . . . .. .. . . .. �� . . . .. . .� . .• .•� . . . . . • . ��•. .� . . . • . • .� �. . �:..� . ...• . .'. •.. . . . . � . .• • . . •. • . '. .��• '••. . . � . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . � •� Y �� �� . . . . . . . :i.� . �. . . . . . . � . . � . ' . . �' . . . . : .. .: . . .. . . . � . : ... � . .� . . . . . . . . : . . . . . . . . � . . . . . �' '• : . ... . � . . . . � �'� ��� ��. • . • • � •• .�� ...�'�..•� . ...• �• . . . � • . . . . � � �' •�•�• ••.� : � .. .� . ������ . ... . • �. . . . ' .. • � � �. • . . .. • . .�. .' . .. . ... ... �. ... . . . '. . . . . . . . . .' . : : .. . � . . .. ..... .. . . . . . .. . . . . . . . �. : : � ..• • •. . .•. . .� . . . . ' . . . . . . . . . ��'. .•. • • . . • •.. .�•��'� � • � • � � ��� �• . . . �• . • . ••. .�•� . � . .... . .. . . . ••�•�. . . . ��. : � . �.��� �.'. .: ... � � . . � �•� •• �'� . . . . . . :� �. . . .� . . . . :. . . . . . . . .� : �... �� : . .. .:. � .. . :. . :. . :.... .. . . . . : . . . . �� ... : .. : .. . . . . .�. . �� � � � �� � : .������� �: . .:����� �����. �� . . . : : � . . .� � ��� ���� � � ������� .��� .����:�� ����. . . . . ���.� ��� . . . . � .: . . . . . . :��.��.� . . �� . .� � . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. . . ... ... . .. . . ... ..:...:. .. . . . ... . . . . .. .. .. . . .. . ....... ..... : . .. . : . .�� ��: ��: : :...: �.: � � � :�� � �� ���� �:� � . .� :.�� : : ... �:� :: .:� . : . . . . .:. .:. : � . .. .. : : �. .: ...�.� . .. . . . .. . .:. ...... � . . �. . ...� ... . .. .. .. . . . ... .. .... ........ ... . .... .. . ... . . . .. ..... .. .. . .. . . ............ ..� .... . .. .� . .. . .� .: :. . .... . .. . .. ... .. .. ....� . ..�:..... ..:. . . .�.:. ...... ... .. �.��.. .... :. �: . . . . . . .. . ...:.�.�..�. � .� . : . � .�� . . . .. .. . .. . .. ... .: :. : . .. . : . ..� . . . . . .. . . . ... . . . . . � :. :. .. . .. .....: � .� : . :� . . .. . . . . . . . . . ... . . . � � � .� : .:. ... . . .. :. .. :� .� . ...... . ... ... ... . ..� .�. .� � �. � . . ...... . . �..�... ........ . .. . :.: � . . ....... . . . ... :. .. . .. .. . . . :.:. . . ........... ... .. .. . : . ..: . �� ....... . ... .. �.� � . . . ....# ... : ... . . ... : .. .. . . .. : . .. .... . �. .. .: ��: � : .�:� �. . .. . .. .: . . .. . . .. . ... : .. . . . : . . . . � .� ��: . : . .. . . . . .�� �� � � �� ..�.�:�� :�: . . . . ����� ��:�:�� � :���:� ���� ��:��: : .��� :� . � ��:� �.� . � . � :. . � � . � � . : � : : � ..: � . : . : :�:�: . .�:�:�: : :: .�. . �. .�: . �. .� . � . . �. : . . � .�� ��. .��� � � � �� . . . . . ..... .... .. .... ...... .. ..... � .�... ..� . . . . . ... . ... . . . : ..: � . . . . . . . . . . . . � . . . . ���� � : . . .... . . . ... ........... ... . . : . .. . . .. � � � � �: � ���� � . � �� : . . . .....:. ....::.:. . . . � � :�: . � � . . . � . � � � :� .� :�: . : : : : . . : :. . .: �.:. . :: . : . . . : . . . . . . . . . . . . . . . � . : . . . . .. . . . . . . . . � . . . ���:����.�.. . .. ... ... ...... . . ... ... . ���:�� � � : �� �:. � . .: �. : �.�. .� : . �������� ... . ..... ... ...... �� ����� � . ... � .�. �� � � �� . . . . .. ... .... . ... .. . .. ... ... .... .. .. . ... . . ��� .. .. . . .� . . .. � ��� ��:� � � : �:� . : �:��� � : � � .�� � ��: � ��� ���� �� � � . :�:�:��: . � �. . :�,�:��� : : �. �� . ������� � ��� .�. ��.�� � . :��:� . . . . .. . : � ��� � �.� � .� � � � . . .. . . .; ... . .. . . . ... .. ::...... . � :. .. . . . . . . .. . .. .:. . . . . . . : .. . .. . . .. . . . . . .. ... .. ... � . � : :: : . .... .:. :� . : : : . . . ... . �� .: . . . . . �.. . . .. . . : : : .. . ...... ...:...:.. ...: �.. ��� .. ...... ..... ..: . .. � � � � :�. ���� � � � ������ � ... . ..: .. . .. .. . � � .. x . . . � . . . . . . . . . . .. . . . . : .. . . . . . . . . . . . ... . � . .. �. .. . . �. ... . . . . . . . . � . . .. . .. . . . � . .. . � . . ... .�. .. . . . �.. . . . . ... . . . .. . . . . . � . . . . . . . . . . . . . .... . ... . . . . . : .. . . .. . .. . . . .. . . • .. .. . ... . . . ... ... . . . .. . . . .• .. . . . . � . . : .. . . . : : � : . :� . : . . � � �mooc . : acs � . . � . � . . � . . . . . E � • . . . . E . . . : . . . . . . . . . . . . . . . . . . . • . . .. . . . . . . . . . . . ... .... .. . ........... . . .. ....... .. .. ... .. . .. .. . . . . . ... . .... . . . . . • nc : . .. . . ... .:. . . . .. �` . .. • . . . . .. : . . . . . . .. . . : . .. . �� � � . . . ��. . . . . . . . . . . . �. . . . �E�: . . . . . � �. . . �. . . . � ' . .� . . . . . .� . . ; �.� $; . . . � . :� �.� . . . . . .. . . :� � . ' .� ���. . . . .�. .�. � � ' . . . . . . ... . .. •..... . .. ... .. ... . .. .�. . . . .. ..... . . .... . . . ..... : . . . . .. . . . .. ... . . . . . .. . .. . . . . . : . . .. ' . : � E : . • E . . , . . . ' '. . . . . . : ' : :' . ... • . . . . . . . . .. .. : .. . . .. : : . . .. .. . : . . . . . .. . . . . . � . � . .. . '. . . . � . •. . . . ..'.'. . .. .� . . .. . . . . . . . . ... . .. . . .. . . . .. .. .... .. '... .. .• ..:. . . .. .. . . . .... .. . ...... .... . . . .. . • . ... .. •.. .. .. . . . . .. . .. . ... .. . . .. . , ' � . . : : • :. . . : �� .•. • . . . ��•�� . •��.��� �.����•�. • . �.�.3�76' � . . • . . . �•����•�. . . . . . : :�•� � • �.�� �•� . . . • � �. '� � • �.�•.•'. C' . �.� �•�.�����.� Y . . . � � . x . . .�. . . .. :. . .. . . :.x: .. . . . .�. . .'. .• .• •:x . . .' . . . . . : . . .�.'.. . . .. . �°`• ' .. .. .' '� . .x . .,,,���.CCC�. . . �}%.. �• • �� • '�'• �% • •.k7C �G.ic�� . x �.:•• � . . .x . .. . ...:.�.x�.. ..� . . . .. .. . .: . :k�:.:�... .k�:.� . . . . .. . :��.�.. . ...:..... .. . .� . . . ' . . ..: •' . . • . .'�� . . . . . . .�� . . . � . . . . ���E ' �� � � ' �' . . �' . ' ' . �"�. . ... . :� .. . .. . .. . . .. . .. . � ' ' ' . . . .. . . . . • . . . . . .. . . . . . . . . .�•�• � �� . . �� ' ���'���� �c' . . � �: . . � . .� � �. . . . . ....�.. .TM � � .. . .. . . . � .��. �. � � . . � . . ` .���` � � . . . ��.� �.� . � ��x. . : . . � . . .�. .. .. .x . . � ���i�.�.� �. . . . . . . . � . . ��� �a � •�.� �� •� . ' •�•�•� :' . . ��•� �. � � :. � �.��.���.� . . . . . . . . �. . . . .. ... . . . � �. ��. � � .��.�•�:�.��`� : . .�c��.�. . . . ���.��� ���'��� . .. . � � . .. . .. . . .. . . . .. . .. .. .. � ... . :..... ..... .: . .. . . . . . . . :� �:�� � ° ���:� . . : � . :�. : � � : : �. . :.: �. . : ... . ... . . . ..... . . ... ... . . . . :. .. . . . . ... . ... . �� � ��� . : �.� � � . � � �. . �� � � � . : : . � ��� :. : � . : :. � � : . x . . . .. . . . . x... • . . . � •� 38�.9�?" a� i�:� �� . ' • �E ' ' ' ���:�' .�#:� .� : . . . : ' , �# ••• • �� � . �� .' . . . �: • : � ' �. . . . .��#��... •�Y�. . . . . . �� ��� . ' . �� . E . •. . • . � . . .�.. . . ... . . .. . : . . . . ,�.. . .. ...�:« . ..�. . � • .�.. .. :..� . . +d5c . . . . . . . . . � � . . . . ��.�E .93'�8E +�c•i8E dic dx �c.xc g'�' q' �E'3�'3� 3� 3i, fi..£ .z. . '�E. . . .' . .. : . .. . . . . : . . . . . . . . . . . . . . . .• . . �. . �5c iE a. 8& �•'aE '4i �E :•#. . . : x � . . � : .� � .� . . . �� ��:���� �:���:�:�� �� . ���������� � � � �.��� � �� � � � � �� �#. � � � ... � �, . . . ��'��������� � ��� ��:.�� . . � . �. . ..: . . . . . �. .. . . � ... . � . � �: . . �. �. . . . . �. � �... . � . . . . . � � �� . .�� . . . . . . �� � � � {� . . ..� .:����:�.. .. . . �.� �` ��. � ... ��.���: � � ��.'�,��� � � � .�h . ..9�#�� 3�°` �.'.�.��:��.3&� :� . . •. � . �Si:�:� 38��$'c.�.qE:#�� �. . . �' . . , ' ° . :.. . ' . . . . :.. �' .���. . .� . .. . : . • . . �:� . .' . ... ...�mc : . . . . . .... . . ... . .� . . . .-,�—.. . . . � �3�• . ��a� �•�ovov. �� � � ��' .����� .... . ....... ... .. . .�. .�.� .� . .. . . . .... . . ... .. ... . .. .... .. . .. ... .. .. ........ . ... .......... . ..... ... ...... ..... ..... ... ... .. ... .. . ..... .. ..... ..... ........ ...... . .. . . .. ... ... . ... . ... . .. . .. . . . . ...... . . ..... . ... .. .... .. . ... .. . ... .. .. . ... .. . .. . ..... . ....... .. .. ..... . .. ... .... . . .. . . .. . . .. ... ... . . . .. .... .. ...... .. . . . .. .. .... ........ . ..... .. ................... ...................... ............ ... . . .. ..... . .... ..... . ... . ... .................................... ................. .................... . � . . ...... . . .. . . . ............................................ ... ... ... ......... ..... .... .... ..... . . .. .... ... ........ .. . . . .. .. . . .. :: . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:.� . . . . . . .�. . . . .:: . . � � . . . . . . . . . . � x . . . . �x . �. x . . . . .. . � . . .. . � .. .... . . .... . .. . . . .. x. ' � � . . .:.� . . . . . . .�.. . . . . . . '. .� . ;,.,r �. .�. � x . . �� . � �.'..� ,�.` . ' .. '°°°°� �� . .'°°"� � { x. ...: .. . ' : � .x.... �:� � .. %. .�°R"�� # . . .. � : .,€ `� .�. � � �x . � . . �. �°9�. . . �. . � . �. . . : . . . �: � � '�� : �. � � � :: . . �. �� x . �aat . # � ��� . .. .. . . .� . . . . � .. .. .. . .. �. . . . . .. . . .... . . x. . x. . . �. . . � � �. . . . . . .� � . . � ��� . . . . . . .x . . .x . . ��. # . . � � . � . � . c�. . .� � . . . . � . .x� .,� . . . . . . $' . . . . h .x . . .x . . . . # . . . . �� • • • . . . : . . . .� �. . . . . . . • LC . . . ____YYYY YYYYYYYY]�CYYY :: :: . . : .:. ' . . . . . . . . .'�. .�. .'�.�. . . . . . .'.�. . . �C . . . . . � . . . . . . . . . . . � . '.'°°�. .�SE. . . . . . . .' .. . . . . . . . . . �c . . . . . . . . . . . . � � . . . . x. . �. .x . . .x . t . : •.. • � � � � � . . . . • •.. . .. ... . . ... .. .. .. . . . .. .. . . . . . . # # �+�E: . . . . . . : . . .� .'. � . �' . .x . � . . . .�. .# • # . '. .�. � . ' .� � . . . . �. . . .: . . .�. . . . . . . . . . . � :: . �. . . � . . .% . . .Y . C� .% . # � . : . ' . . . . �. '� �: .'. ' . '' . . . ' . . . . : . . �.. . . . . . .� . . . . . � . . ' x .'. . • . . . . ' . . . . . . . �� . ��� . . . . . . . . . � . �. � � � �. : . . ��: . . ��. . . . . . . . �: ' � � �. . � � ��. . .x � ,��. :# . . -0,,,�.. . . . . .:. . . �:�.. . �� ' � � . � � . � ' � � � . . . ,:. . . . � . . � �� . . . . � � . . . . . . . . . ��� � .�� . . . . . .�� . � �. . . .� . .x . . �� # . . . . . . . . � . . . . � �. . . .,�. . . .. . .�. . : :x �� . � . . . — . . . . .� . �. �'� . . �€. �. . . . . . . . : . .� . . . . . . . � � . . � . . �# . .�, . . . .:� . . .. . ... :� . . � .. . .. . . .. . . ..�... .� .� . .. .. . .. . . . ..# . .# `� .... ' .�.. '. � .�. �� �` . . . . . . .. . . . .. . �� � . . '� :: . .�` ��'. . .:. � . . �: �. :. � .� . : . . . . ..�. .� . �: . �:� .� . . .# . . .# .�.�:� �x . . ;;;�' . . ....:� '. ' . . � . .. . . �::.� . ... . ... �. .., . '� . . . �`. .. .. . . . . .. . . ... . . .. �...#. �...�. ��. .� .. � � . : � �` .� � � .�. �. �. . : ' . . . . . : . . . . � ��e . .� � �;�. . . . � �. � x ._ . �� . . � . . .# . . � . . . . . . . .�.� . .. : � �' ' � '�` . .� �� . � .:. .���. .� .. . . .� �. . � . . . . . . .� . .�: . . . . �. � . .� . . .�'. . . — .. ��: .�. ��.� � � . �. . �� � . . . ,� . . .� . . . . ; . . . . . . . . �:... � �� . .� � �� . . . . .�. � � . . . . � ���': €€ . '°� . # . �� . .�.. . . . . '�. < :: .: •. • .' • : . : .• . �� . .� .' �� . .�• . .. .' � .' ' . ' # ' ' � ' ' . . . . : : . �. :. . . . . . -0C. . '.' '. . . . . . . . . • '. . . � . ' . .� '.: _ Y: .�: . �E . . . . . . • �• . . .. .�:. . . .�c : . •• . . '� . , .. . 'x� . � . . ' �..'�i2�f.: �x . ' ' • ' 9f'. �.'. . � ' .� �'. • . . . . . . . � . . �c " x . �. . . .. . .. . . .•. . .. . . . . ..�. ' ..�' � ;. ' . . : . � • . . . . . • : . .'� . .3$. �c ..�: . . . � x•. ' . . . . . . . . . . . . . . . . . . �. � ,� . . .x . . � , . �: . . �. . . � . . . �. . ' . . . . . ,. : . ... : . . .... .� '. • .. . . . . . : .� . �. . . . . . . � . .°� . . . :. .�: .�. � . . . . �: :: �. . . .'x�' . . . . .�: . . . . . . .3F'.:. . . . �oo�. . . . . . . . . . ,q� . . . . .�. . . . � . . . � . . . . . . . .� ' x . . . . . . . . . . �omm� . .�. �. . . . . . . x . . . . . .# . . . . . . . . . �. . .. ' . :. . ..,�r. . .. • :... .:..: .�. � .� � . �. � . . . .. .. . . . vvxvvv vvvrr_T _________ _________ YYYYYYY � .�� . . . . . ' . .�. . : .. Y x . . . . Xx : � . .�. � .��E. �. . . __ '� � . . . . . . . . . . . . .'x�. .x. '. : �� . � . . . .. . r�. : . ,� ' . . ... . . . . . .. . .. . . .. .... . . . .... ... . . . . . ' . . . . •. . �c�.' ...' . . : � �. my�E�'. '� . . 3BE. . YT �. . .��'. ' . . . . � �°°°°°`.' . � . . . x'. . . . .. . .� . ...... . . . �. . �. . . . .. . . �. .. . ,� •.• • . • �•: . �.. �: {. . .�. 1p� . . . . .9F'.� . �' � . . • . .�. 38E . . . �. .�. .�. nwoc�G � . . . . . . . .x . . . .� . � . x . . . . �. . . . .: . �. . 3� , #�. .' . . .. . ' .:.... . • •.. • . . .. ... .�: . . �� � { . � . . �E . . . � � . . . . .. . . . . � .�. x . . ,�. . � . � �. �. . . � . � : �. . , . � �c . . . � . . : � . . �. . .�� . ..�. . . . .�: . � . ' .�: �'. . . . . . . . . . � �� . . . . . . . . . . . . ... . . .. . � � .� : . .��'�: .� . . . . . . . . . .�°°°°°��: .�' . . . �. . . . . . . � . � . � . . �' �[a. �. . . �... � : { � x ,� .� � :. . . '?�°`� . .#. .� . . . �� . . . . . . :� . . . .�. � . . . . . . .rx� . . . . . . � . � ,€: . � � . . .�. .�..��.�.: . . # ._�Y. . �. . � . . ,€. . . . . . . . �. . . : . .� �� �..� '� . . � . .�� � ' '�� '�' � .. �� . . . . .. � . . � . .. .. . . . . . . "�. . . �� . . . . �'. . .�. . .'�°� , . .�, . ,�. �� � . ; � . ��� � .'� . .'�` . � . � . �. . .�� � �'. . #. � � . . . . .���� ��� . �. . . . #. � .. . . . . .'� . . . . . . : . �. . � . �. . . . .�; . . . ' . ' �. . . . . . � �. . . . .� � . . .# � . � . .' . . : .{. . . .. : . ,. . . ,.. . ; � ..: • �5 ]00�C .�. . �. ]C +V Y AC' +1�]C ' � . � . � . : .#. e .. . .. . . .. . .. • • . . .. ... . x . . ... . ... . . . .. ... . �dPE . �.� � � x . • . .: . ' •�BE. �` �` ,:.:3BE:.. . . x. .. ' : . � . .�. . � . . . . . . . . � . . 5c . .': � . . �aoo-wa .:: . . . vvvvvi�F• . . .. . • .. . ...' .. . . " . . .. � �:• . . . ' . ...�. . . . . . ... . .. . . ..... ...... � �: � � � . . � . . . . �� . . : . . . . •. • . .���' +� . .�:'.� . � ��� � � . . � . ' . . �. . . . . . . . � . � . � . �c . . . . . . . � • � � � 3BE • . . . . •: . . . . . . . . . . .zod6d� . . . .� ' . : : . . . . . � . �� . . � . . ��. . . . . . . . . . . . . �E•� dE 3PS ' ,��:�• • • ; . .. .� . x;��: . . . . . . � .� . . . . . . • • •'•'E:: . • ' . . ' . . . . . . . . . . . . . . . . . �' .... ':. � . . . � . . ... � . . . . . . . . .•. • �c:: : . . • . . . . . '� . �.,a.¢ . . . . . .�: �.' . . . . . •.. . . . . . . . �' '.�• .�. . . . . '. ... . . ' . . .. . . � ... ... • , : # . ' : . .. ,�. ... �ic::.:. .. .. ' .. • :. ��' . ...... . . ..�3f . .. .� . . . : . . . �€. �. . . . �::�..::.:.. . . . • • . . . . . . . . : � ..x. . � � . . . . . . . . . .x� . .,s,� . . . . . � . � � . . . : :� . . . .. ' � ..� .. .. �. . �. . . ..�: . : .. . .: �� � :� : . : : . � � � : �� : .�. .�. � �:. .... .� . .. . .. . . . :�. : . . � � �: # � � : . . . : �. . # �. . . . . �E'� ��� . � . . . . : . . : .. �. x� . . . . .' � . �• . .�.' � # � . . . .. ,t.� . ` . .... . .. . . .. ' ...'°`'� <� ad6ovc: ' . . . .. .. .. ... . .. ::. ' .. �: . .. . :. ..� . . : . . . . . . . . �_�� .. � .� ._ �. . . . . . . . . . . .................. . . . . . . : . �. .. .... . .... ..... ...... ......... ......... . .. . ... .. ... . . . . . ......... ' . .. �: . . �;. ���_YYYYYYYY . . : �C . . . �. . .. . . . . ... . .... t ' . .. . ' �` �'. �': �. .. ���_'°�€�� �:��� <����x� ��x���. � �. . . .. �'�� �x . . . • . . . . • YY•, . . . .�. . . . . �: . . . . . �. . . �. . . % . .� . .� . . . . .� . • . �... � ' .� .'. . . . : ' ���a��� ' ���•�����'< ' ` � � '�'�°�. �. . ' .'��' ' . .� . . . • .. . . .. . . . . . .. . .... . .. . ... . . . �. � . '. . . €: ��'� � ����.�i�.�. � � �� . � . .x�.�. � . �; . � �. � . ° . .��°°�.�xx x �'����. . .,x � . �.���. _.. . . . . . � .. . . :�� . ' . . . k . : ' . ,�C� . . . . . . . . �. . �dd. . .�.. . . . . . . . . . . : . . �;'°°`�5� . . .. .x� y ..:�`:: . . . . � . .% %:. . . . ��. : . .� . . . :. .. .�C.. .. . . . 41l. . 377P � '. �.� � 4 � � � �.� ' . . .. .. . ' ... . ... . . .. . . � .. . �, .,�,,,�:. � � : . . . :� . . �.. � <'°�°°s. �. . . . . . . . . : . � . � � x:. �# ...�.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . .�"�. 'a'°a� �. . . . ���' ' � . . . ,.. . , ......` . � . �°.. � . . . � ]� . . .� .. . �: �. : �%.:�.:.�..: :: ..AC:$E.:.� .. .. ..______.. . .YYYY]C7R. .. _ ]0W0� . . . ... . . . . . }':.� Y . . ' _,,,,,.]y . . : . �$, .........."_______' YY AGCMGOGOGGCC ............. . � +� ]y,,, . ' �:• 4Q'4P$ .... ... .. . ]GGGOGGOGGOGGOGGOGWWGWWCGY . �G:. ..... . ............. v ••••• .... . . . . . AC'�i' ..3Y.-�i. . . . . vvVvvVvvVvvVvvV � • • ...................v ' • .. . . .. . . ]OGGGC •• •� # . .... . ..... . .. � . ... . . .. . . . . . .. • ...........: • �' . • � ',2''... . . � . . . ' ' . . . . . . .� . '� . . ,�c. . '�.' ' •. . �. �' . � .� . . W�P" .:' ...... . : . � :'V+C: . . .�' .Y:. :�: �. ... ....... .� ."�": :�, . . . . �� ,€ �. . .�.�. . � � � � � . . . . . . . . . . �. . . . . `: : � . . . � . . .. . . . � � � . ..... . . . . . . � � . .. �'. . .............. . � : � � � . � � . . . . . : � . ..� . . � �� . . . � ��x �. . . . . .� ��� �°°'°�. . . : { . � . .��' . . . . . � � . . . . ........ .. . .. :. xx:. ::.v .. . ... . . :' �� . . .. . .. ���� . : :: • ' x � . . . . . ' .� :.• . .��: .xxx . � . . . x . x . � . . . .�. ��. �`. . �. . . . � . . . ' .�.� x°°:.• ��: . . . � � x . x . ,�at. . . . . . . �. � • . . . � '., . .. . .. '�. � . � . . . �. . . . . . . . . . . . . . . . . . . � . �°"� . ... . �. . . . . . . . . . . . _::x� . . . .�,: . . . . . . ��:� x�x ��. . �. . x . .�: �� . . � �.�:�.: ..�°.��..�.��....�� �__� . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . vvv: .�:. . . . . : . . : . . . : �: : . . . ' . .�. .� • • . . . . h � . .�.�. . �:. ��. � . . . . . :: . �. K . . . . : . .� . .. . : :.. . . . . . .. ... � +07070�. �C . � . . . . . . . . . . . .. . . . . . . . . . . . . ' • " ' ' ' � � : �• R�C. p.G'7$ �. ]�,, . . �. �. . ' . . .�. }. . . . �. . � .Y�. �C . ." .:x % ]C'.£'x .��"' . . . . . �c . . . 4 ... � . � . . � . . . . . . . . .Y ' � ' � i :�n• . . . . . . . . . . . . . • • ���-r�+C � . ]OGGC: �: ' � � . . . , . .'. � . . . x �, . � .�. � .. � ��� ':.�#�x ' '�. . . . . ... . . . . . .�' � '�� � . . � � . . . .+�.��. . . ��. . .K K . . .�. �Y . �• . . . . . :�. . . . �. . . . .. ... ... ' . ' � . . .. :. k . . �. . . . ' . �:. .� #' �. . . . . . . . .� ' •� . . . . . . . . . . . : . . � .� ' . . : . . . .. . . . . . .�.. . . . •. . . .. . . . . . . . . � � . . 1 � '. . . ... �.. �': ..�:. .���.. .�.: . .. . . . . . . . . � �. . . . ��. . . . . . . . � �� .� �� .�`. . � . . . . . . . � . .�x:���� �. ..�.... . : . � .. ���:. . .. ::... . .. . . . .�.�� �� � ... . . � � : . . : . �� �. � .. . � .. � � �: . ... {: � : .��: � . � . . � . . . . . . . . : : . � . . . .� .�. � � . . . . . . . . . . . . .:: .. . .. ::. . � .� � .�. � . . . � . : . . . . . �: � �'� . . . . . . . . . . :: . . . . .� . . . . ..� �...�� ... . . . ,�. � x . . . . . . . . . . . . . � . . . . . . . . . . .# . . . . . . . . . . . . . . � J � . � ... . . . . . . ���� . . . . . ............ . . . . . .��° . ��..: . � . . . . . � . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . � .. ,, .: ' . . . �G000�. • Si� ... ' .. . ... .. . .. .. . . .. �G+{ti4�G�iG R'�'�'M'GG� ]OGCY]OGC �WWWWCW�.. ............y . . ....... ... .... . .__. . ..... . . . . . : : . . :.:.:...X � .. ... . . . . . . . . .':¢'4A'04GGC . . .________". . . .. 77777777777777707WC9070G7C .. . .. .. � . . . ... .. .. . ... . .. . . . . . . . . . . . . . . .. . . . �� .�: � � . . � � . .�. � � . . . . �� . �� . � �� xxxxxzxx�� . ... �. . ..... .. .. . . .... .. .. .. . . . x• . . . • . . . . �. . .• . . . . . . . . . . . . . . . . . . . . . . . . . . . . ���� .. . . . . . . . . . . . . . . . . . . . . . .� . . . . . • . . ' . . . . .�:Sc' �:•. . :� . x . � . . . . . . . . '.' . . ..: . . . . . . . .'. . . . . . . . .' . . . . . . ... ... � . . �: � . . �:�� . : �: � . . �. . . . . ����'��:� : ��� �:� ���::� � . � � . :�:��:� .��Y���:� . � � :��� .. � . :� . � . . # . . x . .... .... . . . . . : . : . . : . . . . . : . : . . .. : :. . .: . . . . . : . : . . . ��.�... �� �. .. �.�.�� � .x ����. � � � . � � � � ::����. � : .� � �. . . . . . . . . . . . . . . . . �.. ;:. .. .... . . . . ...... . . . .� . . . .�:. ...�. . . . . . : . x � ... :. .. . . ... .. . ... .. . .... ........ . . . . ,°°°°�: � . .�. . . . . ����.� � :: �����:���� .�:���. � �. . .{. . .�. . . . . . . . { #.. . . . �: � . • ' . . . . . • � . . . . . . . . . . . . . �C .�L�.Y:.�C. .�.•�tt.��0• ��% ��R��: . . . . . . . . . . • .�. : : . . . . . . . �. ... .. . ... . ... . . • � • �. . . . . . �JC.% 7C� .�AC%�W�� {•��' . . �. ' . � . . . . . . . . . . . . . . . . . . .X. . ' . ..... ... ........... .. . . ... . . �... � . ..' '. .. . . : .... .. . . .. . � . ... . .. . ... . . � � rrrrrr____—_ —__ . .. .. . .. . .. . . . . ___' . WCCCGWWGIX . . . . . . �'{y�.% . . . . . . . . . . . . . .]OGOGOGOGOGOIX +OGOCCCCCCCCCR. . ��� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • •vTYininvv .�%.�P��C.�f. . +C . Y : Y : :' . . . . . . ......... .. . . . . . . . .. � xm1xvxvtwvvvrvvr��������������• • • • • • • • • • • • • • • • • ... ' .... ... . . � . .. . .. . . . . . . . . . �� . ... .. ... . .. . . .. . . . .. . � . . . . . . . .. . .. . .. . . . . .. . . .. . . . . .. . . .. . . .. :... . . . .. �. . :' �� �� . . . . . . . . . .. .. . ... .. . . . . ... . . . . . . .. . .... .. . . . . . . . . . . ... . ��� ��.. *�� . . � . . � � � � ��:�°°��°��:�°°�. . . . . . . ��x:���� ��:::: . �� # �:� �. . . . . . . � :: �� . . . : . . � � :� : : . . . . . � �: :':.... � . . . . . . , . . .. . . . . . � �� ��� �:����� � { x � . �. . �. . : : . . . . . . . . . . . ... . . � . � . . . : . . .�� . . . . . . . . . � � . . . . . . �� � � . � �:.#' �' ' �� �. ' . x::. . � ' ' � . .�� . �;�y {���!py`: � . . . � • . .:: . • :_.:Y . . . . .. .: .� . . .� � ��� ��� � :.� ��� ��:���.�������,� ���� Jf � .� . . .�:� #.��� . .% . :Y,�... .�� �. . . . �� . . . . . .. . .�. . .'�.. . .%"." ".�. .�: . .:. � .. . � . . . .. � � .. . .. . . . .. . . . . . . . . .. ... .. . . . ..�. . .... . �p+v+ ��yy:.�.�'' . . ..: .y . . . . Y .�Y' % �P' �+C X.�. ,C . 3YV]C�. :: �. .� . '.'.�' # l.�i 6: . :. . . .'� . . . . . JC x7�.� 33�� : �W� ' Q: 940P� . . . . . � �k % ::.�:::�JA�]OW2�JC k +C . � ...�y$�. �..:. � . .. . . . ' . . . .. . . . .. . . . .. . . : . .. ..:... .. .. . . . . . . . . . .. :. . . : . • . . :. . . ; . . . . . .. . . . ' .. � . �. ... .. ... .... :: ... � . .. . . . . .. ... � . .. . . • • . . ; . . . . . . . . . . . . . . . . . ' ]OOC 4GOGOGOGOGOGR rpVn•r.�r•' '______ • . . . . . . . .. . tr•• ����� . . ....... .. . .. .... . . . . . . '::::::. ... .. ........ . ... .. ' . ............. ' :: ' . . k .� .� . ......________�OOOG� �GCOGGOGOGGK' +,P'�P+P+P++'V . . . . iS . . .�� . . . { ' . . . . . . . • � .• .. .. . � . . .�j�C% . . . '. . .. . ..... . .. �� : �. . . .. . . . .. . ,x . ... .� ' .� ..... .�� .'°�.. ' . .. .� �. '� �. . � � .. ���.. �� . . . . . . .�€.� �:� � .�:..�� � �� : . . . ... ... ��� � �.� :.�°`:�: . . .,� .. :� . ....��: ��: . . . ;. ����. . . . . ... .. .. _ . . . . �: : . �. �' . . . . ... . . . :�� .�. . . . . � � �: :�. . . ... . . . � . � �� . �� � � . . '�� : :x�. . . . : . . . . � � �x�< ���� x���� ��:�`;� � . . . . . . �. . .�x' : . . . . . . . . .�. .�. .�'° . .. { . . . . . . . �� . . �, . . . . . . ;�: .��. . . . . .. .... ���� �� : . .:: � � . �. : . . :� . � �:�. �. . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . .�� x� . ��� . � .. . . . . . . . . . .� . . ... ..:. � . . . . x �. � : : : . . . . . �. ..�° � � . �: � .�: . . � . . . . . : � � .� . . . � �:. . °. . :x� . �� . ...:. . . : .: . ���` �:�� ������� ���� : ��� . �. . :.� �� .��. �:� . .� . � : : : : .� . ��: �� . . .�. : � . . ��� �.�:� . :: .x�`��.. �.���:��:� x� . . . . . . . . . ... . . . . . .. . . . . . . . . . . . . . : : : . . �: �. . . . . . . : . . . . . .. .. � .. . . . .. .... . .. ... . � � .. ....... . '°°°�. ��� � �. � � ... x:. � : . . . . . . . . . . . .�� ���'� � �..: �.. . . . . . . . . . . . �: : � ... . . . . . :. � . . ���:�. � . . .x . . , .� . . �. . . . . . . : � . . �°�°": � : : . � . � � : :: � � : � .�.�:�� : :��.�:����:���:�� �. � . .�. . . . . . . . . . . . . . . .. . ... ... .. . ....... .. � . .. . . �.:.�::.�.v . : ...�. � :�`::.�.{: . . . .. �# . . .. . . . . . �.. � . :: . . . . . . . . . �::.��:�: . . . . . . :: : : : • •.:�.: •� . �. .:]�j� % ]�C:: . �` � • �Y��_•�:: �:::�.k.�.: `�°`. . . . .:' . . . . . . : . . • . . �. � . . . . .� .��. . { .% .' +�'p'p�pp�p�g �.. • . •• . . . . . . . . . . • . . . . . . . . . . . . . . . . # % �G:�E: . . . . . . . . .{��, . . .�]�, � . . r��'. . �C� . . . . . . . . . . . . . . . . . . . . . . . k. . . .�. . . �..: ffiE. . . . . . . . . . . . . . . . . . . . . .. . . . . .`7 � J[. . {' Aa � . �700707C: � •��� � '____ • . �• •� �. � � '• . . � . . . •�C .�.�C.' f����� .���' ' . .: . . ..........— . .YY ' . . . . . . . . . . . . . . �•. .� . . ____Y]GOOGOOGOOIX' . CCCCCCC�AG. . . .$�:�.� . . . . . . . . . . . . . . . . . . . . . . . . . . ... .]��, . ........ .. .. . . . . .. .� . .�. . . -�i. � : . . . . . ]��C . . . . . �.��___ � �$� .. . . . . .. . . . . ... . ... .����� . ... ... . . .. .... . .. . .. ..... . " . 7� . . . .� . .�. ��. � . .�. '. ]OG0G0� 1._ YYY]OGOGOGOGWOC. .+�� . . . . . �L]OOLYY . . . . � ��x � . . . �. . . . . . . . . . . . . . . •r �Y SC ' :. . . .. . . '. . . .. .. .. . ... ... . . . . . .. ... . . . . .. . .. . . ... .. .. o�MWWoT•• �+ • . :. .. . . . ��... ...�' . . . • .. . . . . . .. . ... ..... x . '+P+G'V . .. �q� • ' �. � �� � . . . .�• V. . .�+�C . .. .. . �:. � . .. .. ... . . �.^.'^.'¢} .. y � . . � . . . . �% . . � . ' S . �• • . . � . . . ' ' � . . ' . . . . . . : �: .� �� . . . : : : �: ° °: .: : � .x� . .��� ...� . : : .� � : �: � �: : .�. . .�.� �. �.:.: � . �. : : � . . � � . � . . . : . . .... ...#�°`. ..�: . . � . , . �`� . . . . .�. � . . . . . . . � . .. . .. � € ��......: � . . . ..... . . �:: ..::. � �������� � � ..... � . . ... .�:.� ..:�.. . , . .. . . . . � �� .. .,. ��: . . . .... ... :. . ; ... . .�. � . . ... . . ..�.. . .. � .. � �� ..� .. . . . : . . � . . �� . . :... .. . ... . . . .. . : . � �....... . : . . .,. .. .: , ... . . . � . : .. . . :: �. .� . . : . .�� , . . .. ..� . .. . .. . .� .. . : .. .. ::�� .. . ... �� ��� � :� ::��� .�::��: . . . .. .� .. . . . . � .. .� � ' :: � ° : . �: :� � � : . . .�. . . . . : : : . : :�x : �: � . . : . .....:.. ��:�. � .. . ., .... . . . . .. � .{�:..: . . . . . . . �. .:� :.�. . . ... . . . .. . �. . . : . .. . . ....... .. . ,. . . ,. . .... ..:. . � . . . . � �. . . ' . .�. , . . � : ....� � . . . �?�. �.. . . . . .. . ... . . :.. . ,.. � . , .� �.� .�. �. .. . . . .. . . �: . , . . �'. � �. . . .., ..... :. .. .. .. .. ... : . .� . ' E , . . . i'. , i? ' . E ' . . ...••.:. .. . ...: . . .... . . : . . E . .. .. . .... ..... .. .. . : : i: . . .... . . .. .... .. ... . . . . . . . ... . . ......... ...... .. : .. . . . . .... :. . . • . . ..id$6vi . .. ... . . .. .. '. . . . .' : � . .. .. ... . :.. : . ' . . . .. . . ... .. . . . � '� . . . .?:f,� . .'� .� . . ' : . : . . . . . . . .{ .: . . . . . . . . . . . . . { . . . . . .. ... ... . . . ... . ' � �... .. . . . . . .. . . . .. . .. . . . . ' . .. �: � . ..'. :. . � .. :�. . ... . . . . . � �: . . . . . . ... . . . '�dioo�o . . '� . �. � . .� . . .� . . . :� � . . . • . acticc. � . ... . .. . . . . . . . �.� �. .�: . . .iF5c3E�. . �pc�. � � . . . . . . .� . . . . . • � '°.'°'°. . • --' .. .�� . �. � . . .:. ...... . .�. . ��x . . � . . . # . � . �. .� � �� . . . . . . . . . . . •t x. . . . . . . .� . . . . . �� . .. .... . . . . . : . x .• . .. ._ . . . . � �. . . . . . �G .�� . .�i2�Ec . . . . . . . .�::;� � �� �. . '� . . � � . �. . .�� # . .�.. #. . . . . . ' . .� .�:' � . .�� . . . . . . �. . .� :� .. : .... . • . . . . . . . . :�° . . .� � .. . . ���. . . � . . : . . . . � .� �: .�� .� �. �� .x� �: . �. .� . � .� � . . . . . . . . . . .. . ... . . � � .. . �. .. . . . . . . . . . . � . . � . �. .. � .� . . . . . � : �� . . . . . . . . . . �x� . . #. �x. � x . ..� . . . .. � . �. . ..__�. ... ...... .�..... .. . � �� . .. . .. . .. . . . . -.. � . . . : � .:� . .� . . � . . . . . # . . . . . . . . . . . . . . . . . . . . . �. . .�.. . .:: . . � . . . . �.� � ` �� � ` . ��� � ' . : . . .. . .. . .. � . . . . . . � .�. ��: . . . . . � . � .�.�: .;; � . :, . � . . . . . . . . . . . . . . . .��. . � . . �� . . . . . . . . .�YT Y ��. ��� � ���.'��.. .�. �'°'�.. . . . . . . . . . . . . . . �:. . : . ... � . .. . . . �. . . . . �` . .� . . . . . :�€'. . . � � � . . . . . . �� . . . . . . . . . .� . � .. ��� � . � ��� . : : . . . . ..���: �:� : ��. �-�:. . . . . . : . .�: � ���. . . . .. . . . � . .,� . . . .�:. :� :.. :�: . . : . . . � . x�.�..'Y�.� C� . .. �J v+y�+.���. . . ..... . . . Y {. . .]R" . . . . . . . �]WOc. . .}.�. • {]OGC' . . .�. �EC:� . . � . . . �:. . �� • •�.Y . .�. x . . . . . . . . . . . . .. � ' . � .. � -. . '°°°°°� . . � . . . . . . . . .��.� . ;: ' . �. . . . . . . . . . ...::.. . . . . ... .. .�... .. .. . : . .� ' : �� �, �. � .� . . � . . . . ' ' . . � . '°�.� .� ��x �. .� : .e��. .�. �� � . . . . . . . . . . �. . . . •�.• . x7� . . • . . . • • . . —:.. �.:: : . � . Y r . . . . . ''.'� xo�o-� ' '°2��� '2� . • . . .....q.. � . �: .�:3F. { :: ' . ., ��"�.. . ; . ' v �:. .� � . � . . . .� :�:� � . : �. .� : : . . . . . . . ... : . : ° x.�. � . . .. . . . . . . �� �. . . . � .�� .� . .�� . �� . . � � : :�.� : x . . , �� � .. : : �: : . . . . . � . �� . . : . . . . . ��:�: . � . �: �v:�: : . : : � :� . . . . . ° � .;� .'°°°°°� .��: . ��: . .x,�. � . .�' ��� . . . . .� . . . . .. � . � . _ .. . .. .. . . �, . .,����p.,py��. :: �'�. QC.� .i:,:.:x: . ::. . �... . . . . . . . . ..:' . . .xh" . � . . . .+CY' . �' . ¢�• :•¢ . ......# .l . . .% % �n . .��. ...... . �}p x¢ ... . . . . . . . . .� . . l � . . . . . . � . . ]C �•% • •� • �%. . �•�1.... �:S:¢�C$C � •• . . �. . . . .���• Y '. . • � . . . ...�. . �� . . . . . . . . . . ::. . . . . . .. Z.... . . j .. .... . . ... . . � . . ]� ..... . .:.Y:.. �'.'��. ... :.:.% � .nYJi . . ... . .. _ 1.. ... .�. . x . . . . � . . . . �x •-� x:: . . . .xxx. � x . . . . ' x�600c: �.' x kc. . . ,,,.�:' ' • . . . . .��. �:: ,�« x��: . �,�� � . . . . . :.. . .�,,.,,:. � ' ' � ' . . .x . �. x'—`�, .� . . . . . . . . • �¢ • • � • .•,,,,�: • �� . .�.• ' �.. �:�a`. . :: .'.�. . . . . ... .... .� ' ... .. . ... . . � . . �.�. .,;,,� . . �. .�'�` . .�� '°°°°°o- '°°�: ..� � .�.. �. . . .�� . . . . . . . . . ¢�< .�. ... .�. . . . .. �'�`.�": x . �� . .. : � . � .�'°�'�: . {��. . dR�A�c .• � . . . .��c'ffi�E � . .� � . � . . '� . . . '3P •• '� . . .+3E. . .' '_�'�oc �6c� . . . yry.�- . . .. . .. .. . . .. . . . . . . . . . . �. � . . .� : . . � . .�.• . �Y+C� .y]R{ . . ._YY:.' ]OWGC . . . . . . . . . . . . . . . . �' . . ' . . . . "x''v"'x'�} ' :: . . � . .�#. . Y. . . . % • � • •v�. .�OWWC. Y,�'{ . . . . . �4 ]Cy� '� �. . . . ]6q t. . . . . . �{'R . . . . . .. .. .... .. ... . ... .. . ... .. . . � _� . � .:.__°'.'.�:.� . _—". ' '.'°°°°�€..�:...�.. ... . ..... . . . . ........... . .... .. . .. . . . . . . . � . . " #...�� � ��� ' .. ...... ..... .. .. ... . .. .. .. . . .�. . .-0°°'°� .. . . .�. . � �. . � ' �.. _ . �: . .. .. . . . . . . . . . . . . � � . . . � :�� . : . . . .... . . . . ... . .. . . � . � .� . � .x�' . � . .� . . ` . xo-:�:� .� :F��• . x�, . .� . . . . . . . . .. +C,� ����.,} . . ...y�q"'ry .. .. .. . . . . .�. . x•v '�'+P'4. . . . �P'$�. . . . .:SK'. : .. . ]07CY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:�,,y: .]tln� ' �• _— .. . . '• � • . .:. ' . . . .. . �.. .. . ••r� . .: ... . ... . ............. ....... ....... .................... �� � � �� � � ����� ����� ��� ������ � �:�� �� ��� � F��: ���.�� ���r�itt�r: �1�EIV� El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��, � � � f�l�r� L�ui�� �li�h�l��r� ��T��� �F ��� FI���T����T� i������ � IF '��� �►i�� � ������ ��i����� '��� I��'I�� i�� �I�'I � � � � i� �� i� I � � � �'� � i� � L � �� T � � F� � � ��� � � � � F� i� �1�1�A� I � � Fi�� �I�'I � � � � ����i��l��'I��T ��F�i�� IT �� F�L�� F�i� i����i�� I� ��i� ����I� i����i��: ���i� �����►� ����i�IT'� ��II�'I��i� �i� ���i� �i����'� ������� ���I�'I��i�� �� ������� ��■ � ��� �� ��� �� ����� � ■ I��i ���I��� ����� I��������� �a����l � �[ � T�� ���� � Er��r� ���. ���r��r�� `���� ���� L�� �i�� ���� ��� �[��I �� ��u ��� ��[���I ����1 �€��i� �� ����E �F �E�� ����� �� ������ � � � l���1� �L� II�E� �Y T�[��� ��E�E��� � � T� � F F ��� I����F� ���� � �� � � �I�T� �: �� r��l �� 1�� ���r fr� � ����T���� �I�� �II�� ����E�� � `rn�f���r�� �� � n�y�+ �1 �1 � � En�n ��r�. �r����� r� � ����� r�t ���r�t�� T��c�� �� 1 �� �����E: � lT� �� F��� 1�����1 ����T��#� �I�� L�I�� ������� �i r��l��`r�� ���r�t��t ��� �E�� ���EET � . F�F�� I��F��H� ��►F�F�►�� ��� ��Y, �� ��� �� �� �� �� E ��T �� � * T�n �� � ��r� �� � �# ��� ��� �t�n�� � ��� ������� ��� ����i�n� �f ����� i� I����� ���n��l�����. �n� ��lu�b�� ��n����r��i�n� th� �����I��T �������� ��I�� �f�r� ��r�i��l���� ����rib�� i� �F�� �������� E��rii�i� ����� �� � �� ��� * 0 �r�n���� ��r th� ��r�����r�t��n p��� t� �r�nt��, ���� h�r�b� �r���� b�r��in ��� ��n��� unt� �r�r�t��, �t� ��������r� �r�� ��i���, t�� u�� ��� ����� ir� � ��r��, �r�� �����, b�l�� �r�� � I� r�� th � ����� �r�t ��� ��rt� ��t ��t�� �r� T�rr�r�� �� �r�t�� T��c�� � �� ������ ��� �r�� � �� ����� i � ������r��� �it� ��c�i�it� ���� �r�� "���� �t���h�� h��t� ��� ���� � ��rt h�����, �r�� ir����� � n � �� r�� ��� � ���r����'� � �� � �r� t� �� � ������r�t �� �r�* T�np�ra� ��n�ru�i�n ����r��t f��+ ���[����� F������� * �� ����� � � � I � i I r : a � , } � � 4 i : : � , . r � , � � �� �� ����� ������ ��� ���������� ���� �� F � �I � ���� �� � I �� ���� �� �� � �� �� �� ! � �� ���� �� � ����� �� � �� � �� � ��� �� ���������� R F � � ���I�� ����� ������������� � �� ��� ������� �� r t 4 � ���� ��� �� �� I ����������� �� � ��� ���� � ��� � �� � �� ����� �� �� ������ ��� ��� ��r��n�r���r���� �� �r�������i�r� �f ���� M� ���r����t� ��'�i�r �.��.�. � � , i � a �� th� �������� �r���� � ��� � r�� ��� � �� r���� �r����r� t�� �����-� ��� ��r� r ' �� � t� ����tr���� r� ��r��r�� r�t ���� I ����� ��� ii � ■ „ � �� � � �� ���� ���� � � �� ���� �� � �� � � �� �� � ���� ��� �1 ' � ��� ����r��nt ��� � , �� ����r� ��#� ��� � r�� * t � � � � �i��u����R ��� r����� �r�� �� �r`��r������ ����'��� i� � ' � � ��� ����r���n� �r��� �r����� �r�� ��'������ � � ������� � � ��I ���i �� � r���� �� ' ' � � � �'�r`r�r�i ����� � ����. ��� ���� � ��`�� ��r�� t� ' ' � � ������r��# �I���r f��a��� ��������� �tr�� ���i �� �� � � a � , �����r-�t �r-�� ����r��� ��I ��� ��r���l�r, ���� ���� �� �� ���� � �� ����# �� ��������� � �� ���I �� � � I ��� . � . � � � ���r-�� ��r��� ��������r r������ �N��rr��r�� �� �� �1��� ��� ��r�� �� � � , � ��� �f������� T�i� ����r�r�t r��� �� �����,��� �r� ��,��i C� ��r� . . � ��r���t�, ���� �� ����� ��� �� ������ �� � r��i r� � � � � �rk ����� � ����� ���� ����i���� +� �� i� r C- . � �� �����i ���� ��� ���� �� �+I■ ��� �I� ���� � � � rr��r�� �r�� �r�r���r�� N������ ��� �ut��l, � [�����T���� ������ �� T�I� ��LL����I� � �� �] 0 ��m �r`� r� �� r�t�� �i� n �� s�+rrt�rt� F���. ��� �1 �1� �� � ���rr�# � �� ����� � � ��1T��� ����[ r� � 1�. I�� r� f r� � ��: � � � � � � �� �� �� r-� �. �� r� � � I�1����* � i� y r 'S I �� ,, ,, � F�r� ���� J �� ������t��� � � �� ����� ���� � ���� ��� �� ��� �� � � . .�,:. �� ����� � �� �� ���� �� � �������� , � � � r���� r� : ��������� ������ ���� ��� ����� � �� � � F � ��I� �� �`i � ��� • ��� i ��� r-� � ��� �tt� r-r� � �rir�� �l��� � � !� � � ���I� ��`�I��I��� ��, ��1 �� -��-���� �� �i�� T� �..11 ��� � ������������ ��� 0 � ��� � � � � � �� � ����� �� �� � �� ��F�� � � � ��� �r� �����r��� � �����i � � ��� ��,� I�� �r� � r�� f�r t�� �t��� �f 1����� � � i �� ���� ��� ���������� �������� �� �����..��;���� F����� �� �� �� �� ��� ���� ����� ����� i y • � ���� �� ���������� �� ��� �����r�� #��������� ��� ��������� �� �� �� R��� ��� ���� �� � ■ ��� ��� �f ��r�l � �� F��r�fr� � r�� ���� f��� I�� �������� ��� ���� � � ��� ��� �� � !� . �� ���I�r� �. ,� F��r���� f�� #�� ��r����� �r-r� �������r�t��r� �I����ir� �� r����� �r�� �� �i�� �� ��i �I��r��r� ����� . � � � � � � �� �! � I��� � �l� �--�[�� �� � � ��� �� �� �I�� � �� � � � � �� � .�� _ � 0 �������� ����� �� � �� �i �� ��� ������ �`�.� � � � �� ��� .;r■��� �����j� ��.I��I�� ���E� �� ����i� � • � .� ���'� � ` ¢�� �:���. ���i ��� � �-�� ���� �� �4' * !`���� /� _ �����i �t���� h� ��� �� � � 1 �� � ���� T�r�p�r� ��r�����1�'�n Ea���rn�n� I���� �1����� ��� - � � �� � � ��� � i �� ����� � a , � ; 1 i 1 � � 1 � � � d � �: �� ,. ����� � � ���� �� � ��� �� ������ � � � ��l��L��� � �I ��' ������ �� a ��� ����������� ������ a � ���� ���� �� �� ��� ��� � � �� ��� �� �� ���� � � �� �f�� ��� p�r�� r���[� �� ��� r��� � � � " �� t�� � r� �� �� � 1��r�h � �� �� � �� �� t� �� ��� ���� ��r��� ��� r���� i� ������i ��� t� tF�� f��� �i� ir�� � � �`� ��r��� � r�� ������I����� �� �� �h�� t�� ���� �� ��� ��� �f �I�� �� �� F�� ��r�� ��� t�� I� � � ����� ������� ��� ���� �� �1�� ��� �� ��� �it� �� ��r� ���k� �� �l�� �r ���� �r�� �r��i��r��i�r-r * � � * � � � ���xn ���r���� � �� �� �I�� ����.�i� ���r��� �����. ����� � ���� �� ���� ��� ���� � �,�� � �� � � ���� - : � ����� � ���� � � � ���t� � ���� �1�� � � � #��� � � � � � ���� � � � ��. �� ��� � E�l� � � �� � I � � ��� �� t�� ����� �� T 0 �� m p�� r� ����ti� n����m�r� t I���. �1�� �1� F����` �����. �� � � �� � � � . . ..�: � � � � ::�. � : ��.�.��. . � �. � : ��: ��. . . ....... . ...... .............. . ... ... ........ : ... .. . ...... .. . .. .. . . ... . . � � . .� :: . � :. . . : . . : . � � . :: ��.� : . . :�� . . �� . . . � . : : : . . .. ... . .. . . .. . . . .. ... . . :. : �:. � . : � . ....: .. :. . .. ..... .. ....: ...:..:......: .. .... .......:. . . .. .. . . ... ... . ... . . :.: .. ... : . . . : :.. : �� .� � . � � . � . � : . . . � .. . ..... ...... . . . . . . . . . . . � � . � � � : � � .: . .. . .. : � . . . . .��.. . . . � . . . . : . . ..: :. � . ���. �� � .�.�� . . : . : . : .:. : . :. : : . . :: : :. . . . ... . . . ... . . ... :: . . . . ... . : .:.:..:.:.... .:� .� �:� �� � � . : . :: � �.. . � : : .::�.. ��.�:� :. �. � �: .� : : � ��.� ..:� � : : .. �� �: : � . . . .. : . :. .. ..: . . .. .. ...... . . . . . . :. : . : .... .... . . .... :........ . .. . .. . ..: .... :. ....... . . . . . ..... . : .. . ...... .. .. . . . . � . �: . � : . ... . .: ...: .: .. .. . . . . . . .. .. . : .. : . . . .. ...:.. ��..... �: : . . . . . .. . . . ... . . . ..�.. . .. ..�. �.�....... . ......:�..: . . �� ..� . : ..: : . . . . . . :� : . �. . :. � � � � �� � . : � � ��� � :� � . � � � �� � : �. � � � .� . . .. . � . . . ........ ... ... ... . . .... .. .. .. . ... �.... .�...�� ������ � . . .:. . . . .. . . :. . .... .. ... . . ..�. .: . . . . . . . ... . .... ...... .. . : . .. . . .: . .: .. .. : . : . . : : . . . : .. . . : .. . .. . . . . . . . . . . .. . . .. . : .. .. . . . . . . .. . . �� . � . � .� .......... . .. . .. ... . . . .. .. . . . . ... .. . .. . .. . . . . .:: ..: ..........: . . . . .. : : . . :.: :.... . :.: .. .. . : ... . . . � . ...:... . .... .. . : .. ... .. . .. .. ..... . . . . : : . . . . . . .. .� : � : : � . .. . . : . . .. :. : : . . .. . . : . . . : . . . . . : : . . . : . .: :. .�. � . ::� . � . . . . ... . . . . �. � � . . . . . . . . . . . . . . . �: : . . � . . .. . . .� . �. . ... .. ... . .. .. .. . . . ...... . ... .. . .... . ... .... .. . ..... .. ... . .. . . . .... .. . . . . .. . .. ... . .: . . �.. .. ...... . .... . . . . . . . : : . � �� � . .� .... .... .. .. ...... ...... .. . . . .. : .: . � � . . ���. �. � . � � � � . . . . � . � . . .. . � � . # . . . . . . ��� ... . ... ........ ... .. :. . . . . .} ' x •� � . . . . . . . . . .. . . ... . ... . . . . . .. .' . . . ' .... . . . . . . . . .. . . .. . •.. . .:. • . . : . . .. . . . . .. '. .. :.. . . : : . . .. . . .� . . . . . . . .. . �. . . . . . .. . . • . . . . . . . . . . . . .' . . . .' . . . . . , '. . . . ' . . . . . . . ' ' . ' . . S . . '. . . . . . . . .. � .' .'. . '. . . . . . . . . . . . . . . '. . . . . .' ' , , . . . . . . . . . ' . . .'.'. . .'. . . . . . . . .' . . �. � �� . � � . . . . . . ; .. . . . . . . . . : . . ... . . . �• � . .. : . . . . . . � .. � . .. . . : . . . . . : . . . . .. .. . . � . . . . . . . . . ::. : .� �.� -0C ' . _. . .Y : ' .� . . . ' . . . '. . ' . '. . .. . :. . .. .. . . . . . . .. . . . . . .. ... . . . . . . . . . . . . .. : : . . . .' : . . . : . . . . . . . . . . .. . . . . . . . . . � . . . . .. .. . . . . .. . . . . . . . . .x.. . . . .. . .. . . . .. . . . . .... . . . . . . . . . . ... . .. .. . . . .. . .. . . .. .. . . .. . ... . . . . . •... . ' • � ����� • �'�. �� ��� �� ••� �.�:� • .• � • •: ��� �� . • . . ]Y . :�R.� R �.+R � �..�•.JLC. �IC��. • � � �. • . �•� � . :.. . : � • �•��•� � ��� ��� ����.� • � � ' � � . . ... . .. . . � . . . . ����� � ���� �� �'�.. � � .�. . . � .�' . .�� ���.����z: . . . . . . . . . . . . .. .. . .. . .. . . . . x . . . . . ... . . : • . :. . . . . . . . • . n . : :.. . . . . . . . : . . . . . . . ... . .. : . . .. .. : � . .' . ....+dG�fa: : : .. � . . . . '.'. . . ' . '. : .•• : ' ' : . . : . . . . . . . . . . . .. . . . . ' ' : . • .:� • . . ' . . . . • . ' . . • . . . .. . . ... . . . . . . . .. . . . . . .. . . .. .. . .. . . . . .. . . . . . . . . .. . .. . ... . . . .. . .. . . ..:... .' . .. . . ' .� . . . . . .. . .. . . . .. . . .Y .. . .. . . .. . . . . . . . . . . : .. . . . .. . � � . ' : . . : . . . � . . . . � . . ' . . . .. . . .. . � ��.� ��. • • •��•�•. . �• .• • . � ���• � � . � . ..•. •� � . •�• � • �•� �.. .. . • . � . .. . •.� �. . .�'. . . . . .•..���'. .. . •. . . . v •. . . �•�. .. .. . . .•.. . . . •� ..•. . . . .. . • . •. . . . .' ••. . ..• . . . . ...... ... .. . .. .. ... .. ... .. . . . .. .. . ... . .. .. ... . . � .. _ Y . . �: •� :��� � ��C��� • � ������ � � �. . • . ����' . .•� . . .�:�����C� �� • •�� • • •� $:'� � �• ��.� � ��� �� ' •� . . � �:. �• • �� • "� � � .: . �� . . .... . .... . . . .. .. . . ... ... .. . . . .. . .�. .. . .. ..... ... . . . � ..� . .. . ..� .. . .. . . . . . ..� � . . . .. . . . . . . . . . . � . . . Y . : . . . . .� . . . .. . . . . ]&j : � �.� . . ' +�� � ��' .� . �����.�' . .: . .�����. . • :�SR . .. . .mS. . . . ... . .: . .... . ..... . . . .. . . � � � • .. � ' . . .. . • . . . . . . . �: .. . . . . . ... : . . . . .: . . ' . .. . . . . ... ' .. ' .. : . . . � . ..... ... .. . ... . . . . . . . . . . .... . . . . . . . : . . ... . . . F . . . . . . . . . ' . . . . . . .. . � : : . . . . . . . . . . � . �.. . � ' . . . . . : . ' � . . �. . . . . � . . � � . . . .. . . . . . . . . . . . . . . � . . . . .. . . . . .. . . . .. . . . . .. .. ... .. .. .. � . . . . . . . � �.�� � � � .� . � � � � � ���� � �� ��'� � . . . . . . . . .. . .. . . . . ... . . . . � . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . .. ..' �. .. .. . . .. . �OWR. . . . .�. .,. .•. . '. . �� . • : . . . . . . Y. . . •� . � �' . . . �'. . . . . •, � . . :. • • •• �• ' ' • • .• •. . . . . . . . .. :. . . . . . . . . . . ' �C • . .. .. . .. . . ... . .. .. . . . .. � �: � �.� • • • • '� � ��.� . . ���•� � • �• :� • • � .} •�'� �•� '��•� •'����•��+D � . .+C .. . :.. . .. . . . .. . .: . . . .. . .. . . . . . . . . . .: . ... .. . . :. : ' . . . . :. . . . . . . . . .. . . . . . . . . .. . . ' . . . . � : . . . . ' .. : .' . ' . . . ' :. . . . . . . . ..]GOOG� . . . ' . . . . . . ..: . . . . ' '. . . ' . . . . .. . .. : : '. . . ' .. . . . . . . . . . . ' . . . . . . . . . . � . . . . . . . .. . . . . . . . :' . . ' . . : : j7�� � • . �� • � ' •• • • •. �. � • • •�•�•�.• • � �•��•. ..�• . . . � . • . L • . .• . . . . � • . . � . • � . ���'� • . :.�� � AC '� . . � �} Y :.::.' : ... ..:.:....':.. .. .. . . .... . . .�.. . . .. ..... . . . . . .. . ... .. .. � .: ... . . �. . ... } 'F . . . .. . .... .. . .. . . . .... . . . . . . . . . . . . . . . ... .. . . .. . . . • •. . . . . : ' .. . . ' . . . . �. . . .. . . . . . . . ' . . ' :. . . . . ' . . . ' . . ' . . ... . ... . . .. . . . . . .. ... . .. . . . . ... . • ' # . ... . ..[ . . . . . . . ... ': : . . . . . . . : ' : . . . . . .. � .. ' .. . ' . . .: .. � . . . ' . . . : •• • . . . . . . . . . . . . : : ' : . ' • � .. . . . . ' . . � . . ' � ' .... .]mS. . ..� : .. .. ... . : . . . . . . .. . :. : . . . : . . . . � . . .. . . . . . : . . . . . . � . . . . . �. ' . ' . . . . .. . . .. . . .. . . . . . . . R . : �". . . . . .. . . . . . . . . ::. : . ...: .. .. ..� ...�. �. ..:':.' .' '.... . . . .. . . . . . : . '.. . . . . . .. . . .. ' . . ' . . .. • ' . ' . . .: .. ..' �. .. . . . . . . . .. . . . .. .� . ••..� •. • { . . ....... �. ....... . .. ... .. .... . . . . . .. .. . . .. . .. . .. . . . .. . . . . . . . ... .. . . . . .. . ... . . . . . . ' . . � . .. .'. � . ' . '. . . : . . . .. .. .. •x . . . . . .. .x. . . .:. .:::• •....:. :. . . .. . . . . . .. . . . . . .. . : . . . . . : . . .. ... .. . . .... . . .. . . . . : •. . . . . . . : • • . . • �. . . . . . : • . . .. . .. .. . . . : . . : . . . .. ..id�tlE. . � . . . . : . . . • . . ' : . . �. . . . . '.'. .' : . .: . . . • . . '. �. . • . . . . . . . . . . . . . . . . . .. ..... . . . .. . . .. •. . . .. . . . . .. . . . . : . . Y. . • .. . . : .. ' . '.T � . :. . . .. .�. ... .. . .. .. . . . . � . . . . . . . . . � . � . . . . . . . . . . . . . . . . . . . . . � . .. . . . . . . . . . . . . . � .: . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . R . . . . . . . . . . . . . . . W � � � ' ' .. . . .. . . � .� � .. � : . . .� . . . . .. . � � . � �.��. . .��� ���: � �:��:�� �°� � . � � �:����� .��.�� : :� . . � �� .�� . ��� .� : . . . .��:��.� � :��:����� �. . � �.. ���:��� � . .� ��: �.. � �°�:�. . � . . . � . : .�:�. : . .... . . .�. . . . : �� � . .. ... .. . . . . . . .. . ... .. ... .. . . . . . .. .. : . .. :. . . . .:. . . � ... . . : . . . .. : .. : . . .: .. �:. .� .:. . . ....:.:�.. .. ..: .. :. :.....:.. :. . . ....: :. ..: . .. . .. �. �.� . ... .... . .... . . . . . . ...:.::.. ........:..:.. .:..:... .. . . .. . . . . . �� . � . .. . .. .. .. .... .. ... :. . . . ...... . : � ........ .: : :... .. . .. .. . : . � : : . . . � : . .. . . : : ���� � � � �:��. � :�:� ���: � : �����. �. . : . .: . .� �.�� �: � � �:���:�� : . � . .. �� :���.��:� � ...�. �� � �. � .. : ���. . :x . ����� . . :�� . �:�:��� .� . . ��������� �:� �� .. � ��. � � .:. . �: . . . .: � ��. : :�. .. � .�� ..... .. .. ... ... ... .. ...... ... . .. .. . .. . .. . .. ... Y . �.•Y. . �����' �•� � . �. . ��7h���C� �� �•�� � . �. � . . � . . ���� �� ��' . �� � �:� . �'� .���:��•��]C. F . . . . .. . . . . .: . . � . . . . . . . k.. �... .. . .... .. . .. . . . . . . .. . .p . . . . . ' . . • . � . . . . . . . .��•��� • �� �� � . . . .�• . . .�' � � � . . �.�• ������ � • � ��•�� �: ... .� . • . • :. . . �.��.� ��'�•.�.IC']C.� �'� � • ��.� � . .� ��. . . . •� % ,�.� �• � � . . . . .. . . .. ........ .. . . .. . ... . . . . . . . . . .Y . :. . . . . . . .. .... . ... . . . . . ' . . . .. .. . ���� �� � � :�::�:��:�:���� . ���� �:. ��. � � . �. � � � ..�� �� �°�. :� .. . � . :. . ��. . . . . � . � : � : . . :�: .�. . . . . .�. . . . � � .� . . :�. .�. .�:�. �: � °. . . . � . � : . :�� �� � � �:�� � � . . �:� x . : : �: : . .. . y . . . . . . . . .. . . .. . . .. . . . .. .. . . .. . . . . . . . . . .. . . . . . .. ... .. . . . . . . . • . •. . . • ... .. ..... . . . . . . . . . . . . . . . . . . . • : . . . : : . : : ::. . . . • � . �: �. .. • : :.� . . ... : . . . � • � : : �.� . � . . ... : . . . . . . ' Y. ' . ' ' . . ... . • . � : . . . .. . . .x . .: . . . . .. . . X . . .. . ... . . .. . . ... . �.��.� x. . . . . . . ... . :����:�: �� �:. . � �. � . .. �� ���� � �� ����� � ... :� �... ..� . .. . . ...:� .. . ...x .. . . ... .. : . . . ... ....... . . ... . . � . � � : ��� ��� ��. �: . . . �:.. .�.�� � . ��� :���: �� : . :�.� � � �:�: . . . . � ����: � � � .���� : . . �.��� . . :� ���� � : ��:�:�:�� � :� �� � :�� �. ���:�. } . : : .. � � �:: � � .� � � ���� �� � . . :... . ... . . .... . . . . ... . .. .. .. . .�. . ..... ... . .. . . . .... ... .. . . . . ��� �� � . : . : .� . .. �.. : .�:. : . .� : : .� . . . . :.� :�� �`���� � � : .�. ��: .��� : � � .� ��� : �: . ... :� � �. : .� . � . :� � . :�� �. x .. . . .. .. . ... . . . ���� �:� � � � ��� ��� � ���� � � �� � �� ���:����: . .� ��:�����:� � �:��. . :� ���.��� � �� � � . .� � .. . . ... .. ...... . Y .: . . . . . . . .. . .. '. . . . . . . � . . . : .• . • •. : . . . . . . . : : . . . . . . � . ' � . . . . � . . . . ' . ' . . . . . . . . . . . : � . . . . :. . . . .. . . . . .. . .... . . . . . . . . . . . .: .•: �� .�'��. • • . . • • � . .. . :. �� . . . . . .� �• : .:]� . � • � ��� � � ��� . ' . •��• � � . • . ��.� �:. ���'�� . . .... . ����.���:��� �������� � � �� � � ��� � � �� �� . . .. .� .. �... .. . .. . . " .� • '• �•�# . . . . . . .. . � . . . . .. .. 4 ' V V . . . . . . . • . • .� •. . �� � . . • . • . • �� • . • . .� �� . • . . �. •�. • � �.�. • . � . . . . � . . . •• . ����. • • . :• . .�C . �� ��•� � . � • . .: :��� ' • • . . . . ' • .•. . . . •���� �• �•��� �� . ... . � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � �.� . . ���� ��� � � �� � : :��� ��� �� ���� � �� � ��� . . . . . ���� � �� � �� :��.� � �. .�� :� : � ��.� �� :��� � � � �° � � � � �� ° �� :� �: � .���:��:���� �� . . . . . . . . . . . . . . .. . . . . . .� . . . . . . .� . . . . . . . . . . . . . . . . . . .. .. . . . ... . . . .�` . . .. . . .:.... . . . .. . . . .. . . ..... . . . . . . . . .. . � . . . . ... . �. :.:. . . . . . . . . .. ... . .. . . . .. .. .. ... . . ... . .x� ..�..� . . .. � .. .h:x. � . . �.. . . ' . :. ...•. . ... . .. .. . x• �??c ... . . �...ii� . . . �.. . ..: ..� . �. . ........::: x:.• . .. . .. ... . . ' ' • . .���� �� • •� * •�•�� �����•� �• :� : : � .+�. . . � ...�. � . . . . . . . �C��.. • ������� • . .� ��� �. ��•�����'� � �70�0.��� �• � ��•. ... . . �•�•• ��•� : . . � .. . . . . . .. . � . . . . .x.... . .. . . . .. . .... .... ������ ���. ' '������.��� � . . :�.� . .�'�'.�..�.. . . . �. . .� � �. � . �. �.� • ... . m�.��•� �� ��.:} . . .� ��.� .. Y . .. . . . .. : . :� ���.����� �� � ��� �� ����:������� � �� � � .�..... .. . . . . . �.. ... .. . .. .. .. .. . . .. .... .:. . � � � � �. ... �.. � � . � � .��.� � �� .�...�� * :: .. ... .. .. . .. .� .. .. .x. . . . .. . .. . �.�.� ����.��� �'.���� . .� �.� �.� . . ... � . . . . . . . � �� �������� �� ... . . . .. � . ' � ��� . . � �'��' . .. . . . . . . .. .... .. . . . ....... ���� ... . .��.�. .:� ....... .�.� .�.�..�. � .. . .�.� � . �. . . . ... . - � . ... ...� . . . . . . ��' ... . . x . .•�R. . . A�pp�.:� . .. . . . . . . .. . ... .. . . . : . . . : . . � � p ���+�]C�.� � . ' �+F:... . '. . .. �#•7C .. .. ���� •��� �•� �� ���II • • • .. . .�% �: � ... . . . . . ��... . �� . • . . :. .�• � � . � �� .�� . :� � . • • ]� ��.. ���������������� � � � ��������� ����� �� �� � � �'. . .. . :.................:...... �. � ... . ..: . .. .. . ��. �� . . . � �: ����� � � ���� .����������������s�����.����������.��� .�€ �� �����€. � .. . � . . . .Y • : �� . X' . ��� .� . �• � :: � . . . . . . �.: � . . � �:: ���� .. �� ��. . . ���. : � . :: ... � � ...��� . ��.�:�` ;�:��. � . °� .� �. . aa��'�.�� ���a � . . '� . . . . .� . . .�. . �.. ��.� � ' : . ,� : � � .. �. . .� . . � . � . . . . �,,.. . . . . . . .... . �. ���. � � . .�TM .����. . . .. ... ... . .. . . . � . •��. � ................... .. . . ..................... ` � . . -0°°°°� . .� ' ' . . : . � � . . �:�� . � .�� � . � � .. . .� {. � : �� � � � . �� . � �� � . . �. . . � . : : . �� x � . . �'�: � .� .''°'°'� � . . _� ::�. . . . .:: , . . �:� � . �..:�. .x�:. . .. . . . ..� .. � �. .. . . .. . , . . , .. .. ,�... �. . ,�:: . � .� :�� : . � :... . . . � . .. � ... . .. . � . � .. . : .�. .,,�° . .�.� �$. . ... : . . . . . . . . : � .. � .� � � � � � � � ��. ��:� � :�: . � . .�a .� ¢4 .��. � . .. . . . . . � . :x:�. .. .. . a�.�.. . .� . ��.:. .. ".��.. . . �. � . . . ��. ' "�. � �...� � . . . �: . . � . . � �. . � � � . . � . :;,�,;�� . � :; . . . . . . . . � . . . . . . � . . .. . ... .— — .�:�: . . . . :. .. ..: . . � �: �� � . . . .. ..: . �.. � �. � : .� . � � . �. . .' . . • � ..�.. .y� •. .� .�•. ' .Y"Y:. .• . .. .� . . . .. . : . . .. .. . . .. .��. _ �3� ..... � 39E: . . .x"'�i' '.� . . . : . � '. ' d�c�.' � ' ;� •�.qpc� . . .. � . . ' . . '0.$°� . . . •. . • • �i& . ,� . ... •�c• . �`�. . . . . . :�. � . . . ' '. . . . . . . : . . � `' V �gE. . ' . .. ' . � . . . ' .� , . . . . ,��€ ' . ,� : �.'. .'�`'. �� . . ,� . . . . ._�• .� ' � . �x x.. � • ' ' ' '. .. ,* . : . � . . . . � •x�. .� . .. . . • . ��. � . . �� ��°' " � � �. .� �� � . �,� .' � •. ' �°. . � . . . .. . . .�.�: . .x.� . . ... . . . . . . �°��. . • . . . � . . . .. � �� � � . �� �. ... . . . .� . � . . : ��' � : :� �� ��� . : . . � . , . � . . . . . . .�. � ..� . . . �. . . . : . � � .� � �� . � . :�. .F .. . . .Y' .. . . .." . � .. �g .� ' "co�' ... : ... . �E. .':• '�E . ,a�p°� �: • •• • . ' � �''°x `�. . � ' . . ' .� . . . ..: . . . • .' . � '� .'�. . � � � � •� � .# . . ' . �. � • . . . . .� . , . . . . . . � ' �� � ' � . . . • . � � � .••.. :� • � • -- .:__� . � . .� � �. � .. • kmr .. . .�. � . . . . , . : +c . . • . . . dic � . '�E �E . . . . . . • � . . . _ x : . . . .�' � '� . #. . 5&'.+d�'. �. �'.'� �. i�. Y . : � •� � :. .� ° . � � � � �� . . . � . � � . . . � . .::� :�� . .. �. � . . � . �. . . .�� � � ' . . � � � . . � . � ..� , .. ..�:. . �. .: .,� � ,� . , . . � . � • . •. . x . � . . � . . .� . � . �� .� . . •. . . . � . .� x � � �' . . . �.�� .. �� . . . . h . :� . � � �` �. �' � .� � .�:�` � . � . .'�� . � � '' � �` �: � � � �� � �. � � �. . . .�. ��� . �� �. :� . :: � � �� ��:x �. . . � ��.� �. . � ��. .� ' ' . . � . � � : � . . �. �. . . . � ��� ��. .�. . � .�. � . �. . . � � � � � ' . � .. . .' . � � . . . . . . .. . .. . � . . � � ' �' . � ��. ,_��. . . � . . �� �� � . � . . . ..:.. . :,. � � �. ... . . . . � . . . . .,�� .� �. . . . : .. ' � � . � � ��. ' � � �� . .. . ��. . � . . . . � .�. . ` � . . . . .' . . . . � ' . . �.�. . � -�.'�.. , . . � . . .�°°`�. .�� � . . �:. . . . ' . ` � � �'.�. � � �� . . . . .�. :� .. . � .. .x:: .. . . .. . .. � � .�� . . �` . � . .� . . ` � � . . . .� . > ... . � ' ;x ' '�x ' � �. � . .�. . .�� �. . . �. �� � � � ��� � � . .. . . . �� �� .��. � .� :. � � ..:..: . . � � � � . �.�. : � . � € �; : � .� � � �: �� � � ��: .:�... . . .��' . . � . ' '.�' . .�� : .... � -07�. . . . � �R . . �. �. . .: �� . . .�. .� � . .'�. } . �. . > t ;. ;: .. .��. ��' :� R'r�' '�. � � • ]7G04[ � �.# . . "°'°°°o- . . . v••� �.�...�.. ��.� .�.��.� . .s �. � . . �� .. . �. ,.,.v,.,.v,.,.v,.,�.,.,.v,.,.v......�:.......--��_____________' ' ________" . YYYYYY%]C707C .... . ':. ........ .::. : . .. . ' # � . . . . �°°°°o-' � :: # � � �� � :� . � �:. � . . �.� # � °i� � � � � x� � ��� ��� € ���. � � � �'� � � . . � .. # . . . . � . � � # �� � � :� : � . .�. � . � . � # : � . ��� �: : �� :��. : . . . �.�� #� . � . � .� # . .� � . � . �.� . ,;,;� . � .�°'.� ° . �. � x . #� � : . �.� :: :� �: . �� .:. . �: �. . .:� �x � . � � . ' : .: . � . . �. :. . �� . .:� x � . . � $a �{. .•�ic x $a .. : � . �. ' :. '�. . �. .'� x � � '. • :. � .. �. .�? . :.. �. . .. • . .. . � . . % � .} } �� � � .. . '� . . � x .� � � . .. ... r F �� % � A. � } � . . � � � } �, ........::......... .. . __________'________ _________�_%%%Y%%%Y . :: ...... ...... . . } k� � ¢ :� . . . . . . . . .: � }"°� . � � . � � . � . d' :� :€ :.� . �� � � .�. � . �� : �:. �� :: � :�� � � � � .� . :: � . • � • � � '� � �" € � . �� •• • • Y_________ ________ __YYYYYYY]0G0GG0GG0GG0GG0GGGGGO� ..,�,..�,.N,.;,��,,.v,.,.v,.,.v�;.,.,.......--- .. :: . . � . . .�: .�` .� � � ..� .. . .� � ' � . .� ..�.. �� . .. � .... � . � ' ' . .. .................. . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . '°"��°.` „�,�„� . . . . �a"�`� ... . �� ., . . . �� � � . '°�. . hN„�;,,. . . . . . ..... . :�.. � . .. ... x . �. � . . ���� ���� ��¢�� �:�� . . .... . � . a . . .. . . .. � . . . . � . �.� . . . � ... .� . . . . ��� ....�x:'�. . � .. . . . . . . . � . �:x-� � . . . :� � �,� . . ... . . . � � � : : ��:� ... ... � �������`�� ����.�::�:�:���� . . ..�:��. .�'�:���� : . �. . . � . . . . . ... . . . �� � � � . a�.� .�� :�. �:x�- .. . ..�������� �� ��# � . .�. . . . � . .�:� . �� � ... . ... � .. . . � .. �. a�. � �:.. . .. . . �.. . .. �� � � �.. ... � ...... . � . . .. ��� :t�. �h � . .�.�� �� ��.. ������ � � ����: . .�� . � . .� . � . . � . �. . � �. . .. ...� ........ . . .. ... .. .. � ���� . �:. �. . . . . .� x... . . . . . ... .. . ... . :.. ..� .. . � . �� { . � • ' . ��: � � 7$ x:. �. .� .'� �:� . .�� ... h •� : �h. ... :.�h'7IX� . . }0000000 .i4hh4-0G0. ..%]C77W7G7C. . .-------. .. . .. . .. . . . . •• •:7Y7� �' ' � +OGGOGOC � . . . . . . . . . . . . . ........ . . . . :'t: . .iMAW-0K . . . . . . . . . . nhhnhhx.x.vnv.vn-0GG7C •.......••�••� •qpp¢�pr,Y4'4 , .......... • . . . . . .......... v � . � �GOOOOOtt . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. ]Y x . . .. . . : . . aaannnnnnnnn ......... ......... , . .... . . � '„�,��°. . �c= . �v' . . � � ,. ' ��` _ � .:� . :� . .. . . . . . . .. . .. . z . . .. . . 'A .. .. •� . {�. .. . : : . .. �: . . . � .� . � : : . . . . . �:� . �. :� :. .�x. � . . . � � . . � � . x � ��. � �:� � . . . �. ....x � �:. .� . . . . . . � �. . ��. . ���. � �� � � � � . �� yy Wp�p� . . .. �� . Y� 1p�'i•: . .. Y{.'.� . .. . . . . . . . . . .h h . � . . � . . � T�]! . '� . • � � '� �G.n.,�' �jy� ' ,F: 7ogF � � '� �vo-��o-` , � •�iC • � • ��• ��.�..:'• • � �' �x�s . �. a°°°°cc' . . . . . ' .'. . . . �..q.p� . . .' . . �� { � . �� . �? � . . � � 'x '°� . . . : . �' . .'".'��R � � . . 1� .} :. . . ?�v�. ��: � • . �.�.�t .x �' � . �� .'' �� . �. . . . .�.. � ........�.� .. . . . � . .�¢ � � .� . . ... . � . � ... ... � � � .� �.::�:� . . � �: .. �° . �.� . . . ��v.�.,.,_.� xx�.. . A:�.¢. . . . . .. . .. . . . ..�.�. .:� � . .. . � . .. . . . ...� �:� �°�: .. . .�: �.� �. . . : . . . . : . �. . � . . :� ... .. . . :� . .:� . . . �� �' �� r:��: �. � �.. �°°� �. � . :� . . . .�. . .. . .. � .} � . . � . � � :. :: ... . �. .� � �.. �� � �� . .. . .��: � ��:�. �� � . � : : : �: � � � �. . �:. .��:� : � � � .� �� : . . � �. .� x : . .�. '°'t� . � . . . �� . .. �'. noo�oo- • . �. . �. . �:. x . . ��. � . . . . .� � �. . � �..� � . � .. �. . . �. .� � �. . � . ��� � �� . �� .. ...� . . .. . , .. . . �: � � . � . . . . . . . � � . � � �. . x .�. �.:.. . . �� � � � �� . . �� . . �. � . . . .� � .. . . .� � � . � : � : � �,:. �� n.�� .�. . { . ; ; . . . . �.,� . .. . � . . . . . . .� . . . .�. . . . . . � . � . ��. ..... .. . � . . �'`�. . �.� � . . . . . . . :. :: . . ..: �""a"� . . .�. . . ... . . . . . . � �. . . . . . .. .. � � .. . . . .� �.� .. .. . . . .�.� .�� �`� � . . �. . . ... . . . . . �. � .: .� . . .� . . ..�� .�. . �# � . �: � � �. �� . . � : .�� . �. �. . : � : � .�. . . . . . . . . . . . . . :.. x ... � � . : ...... . � .. . . �:.. .... � � ���� :: . � . . . . . . . . . -------____— . � . . ... . �� . . � �: �� . . . ��. .� . . . . . . . . . . . :����� . . .� . �. . ....................................... . . . . . . . . . . � �. . . . . .. .. �. . � '�. . . . . . � . . . . . . . . ...... . . . . . .. . .... .... ,�c�. . . x . � � ^ {� . �.. . .��� . { �. : .. � . . .. . . .. . {� �� .�.. �:.. ...� .. : � {�.. . .... ..' ... ........ : .�.. ��.�. .. . . :� : � : : .������: �����:������ � ��: ... . . . ... � �. � . .. .. . :: �� � . � . . ... .. . . . . . �� . . � . . . . . . . . . . . . . . . . . . . . . . . . . . �. �:����� .�`� ��� #�� :. �: .: � � � �.� � .� �. . . . � . . ��� . . . .� . .�: . �.. : � . . . . . . . . � � . :. .,�. . . :. :� ::� .� . . . �: . : . . . � . . . � .��.: .� � ��.�.� '� .. �. . �. . . . � . . � :x � .�` . .: # . . . . . . . . . . . . . . . .. . . . . . . ���.� ��� ���� ��:. �::. . � �� . . . . . . . . . . ...... : .. .. . .. . . . . . . .. .. : �. . �. . . . ... � :.� .. ..�x°� } :... ... .. ... � �y . :.. . . . ��.. � : ..�.. � . .��. . . � �. � �.:��. .�. . _... ...�� �� ... � �. �.-.......�tt...���` ............................ ....... .. . ........... � ..:. :: . . . . � �.}�h�4�a441 ]�OOA .......... xxn�.{ nnhnnh,- . .. . ... ... ... . .. ... .h��«• . . . . . . . . .. . .. . . . . . . . . . . . . A� {:. % :AGC' . . �a . . . . :.�.�.�.. . . . ... ...... },� .. .. . . . ...... .. . ... . . : "'2� . . . . ... . • �� }i0707� . . . . � ::���� : �° � : �`°`°"` .�' � ' �•�: •�• ��: . �. . � an4�6c . �. ..... �. . . : �� ���� �� �� : . .: .. ... .:� � . ... � �M � � : . .�:�. . . . : . � �� .���: ��� .. . . . . � : . � � �� .� . � .� � . : : � . �.. �� :�. �.. � � � . .�...� . � .... _ � � .. �. �' ..� � � � .� . . � . :.� �. . . . . � ��:.�� : . .� :�. � : : .�: .� : .� . �. :� : �.. � � �.: .. .' . .. ..... . �°°�. • � . � . . : . . ��. .�. . �: � � • � � : �. x. .. .�—rr. . .� . . �. � . : . . . �.: �. .�. . � . :� : �. . �. . �: ... c� : .�t� . ' . .� . �. '. .��.'. : . .� � �� � �� � : . . .. . . � .. ... . �.. � �� � .��.�: :�� : : : � � �� �.�� ..:�.'°�` . : �. � � � . . . . .. : . .. � �� : �..�. ��� : � �� �. . .�. .� . #� . � .� �: . . �:� �� .� . . .. ° � �.. .�: � °� . ..... � :� x� . . . :�. :� � : . . . . . . . . . ..... ......... . � .� .��:x �� �"�� . ��:. � : . � .�. . ��#� � � �`:��. �; . x� � �: . . .�:�. {�� . .,n � :� . .� •,c. •.� . . . . �i+o-a . .�. :�� . � � . : .�. .� . �� .�. .::.. . . x:�.. � . . . � . �:v:�. � ... . ��. .. . . .�. _� :: . ...... . .�.�. . :... ...� . . .. ;�°°`y. . :: . # ��. . •y�•:. . .�. ,�; . . . . , �` ' ���� '... . . �� . . . . . x: � . �:. � � •x�`- ......... ��. � . �� .�� . � .�. � �. : . . .� � . � .;. ��.�.� .�° � �. �. kA{•... Y::€�. � ���'' � . .�: . �: . � . � ��aa: � � „�,,, �2 . ' � �� � • �. :� . . • • .: :xx� . �w�� . . .� LYY .:�' ' � 2.� F ::xxc: �w�.. �xx:: • �_� • •�E::_:: ' c� . �.� w'�ov�dBk• ���"� • : � � �� :xxx:• ,� • Y::� � �._�;:. . . . �. • ��$y ' :YY� . .�. . .9�. .F . . AY.7� . . .. � r�GP'-0¢.. �� ...<.x::�� ��� �� . .. . . � . .� . .� � � � �. . � � ��. .� ��Y�� . . �� . {. � . . . . ... . ... . . . . . .. . . . . . .. . . . . . .. . � . . . : . . } . . . .� �:� •. �q� ...:. � . �� � . . . .... .. .. . . . x':� � . . . ����.�...�°.. ��::.�:. ��:�� �: ���°� '� ���.�°� �-x �.�.�� ���� � ����:�... �.: ��: . � . . x � :�,` � . . .. ... � ,*�, � � � ��.�: . { . . } . x �. . {. �. . . . . . : � . . � � �.� . �r� . . . . . . .. . . . :�:x::..�:�����. . . . � �: ���: � ���::����::: ��� ... . ��{:��� . : : � � ��� . � . . . .:� ��. . .. . �� . . ... ... .. . . . . .. . � .. . . . �:: x . � � � � ��� �. . � . � � �� . � . �.� � � ���. . � �� . :�� : . . . . . � . . . :�:.���� . �.��x: ..����:��x��� �.�`���_:::..t���:��� .:����: {� �� . � � : .. .. �� . . .y{�W,�� . . :]�jC: �«� . :� . r.:�::. . . . : . . . . . . . . . . �.. � . '�� .�. . .. . . � . . . :�. . � � � :�JD k'�k % 7C ��7C :: ': • • . . � • . # {��'..�� :..�.:.�6.�+�� G � :: � ' � '°� �' }. . . . . . • :kdi5� •¢ • •'�m: . . ' � .� .� � � � �. �' � . ... .. ... ......... .. .......... ..: . . . � .. . . .... � .. � • � �t ... .. .... . . .. � . . . . .. .... � vo•ti•o•o•ti•o•o•ti•o•o•timma . �mommommc xxxx:::::: ••--------...._.. ... ... . x�*�. '4'�i�P°°°°o- +wcmwoowwoowwwxxxxxxxxxxxx�r.--::::::::::. . . . .. . .. . . .. tw�nc.a.t t¢ao¢ao . ........... . ........ . •.. ' . . . . �� � ..... ::. • ................. . . , t : . . . -. u . . : z .•. . . . . .. . .... . :�. . . �• . .. . . . . .. ... . ¢ : � : .. . . . . .:, . .: . . � . . � �. .:�. :.� �.: � : �: . . . . . . : . . . . . . . : � ���: � �:�.� : ��x��. ��� � � ��. �... ..� .. . � ��. ��k� �.:��#��.� �:x��.�...���.� . . . . . . . . * . . . � . .. . . . . ..: . . . x . . . �.. . . .�� �°�.�:� .�`�°�:� ��A� ����� .���'� ... x . . ry.. � .� . ....} .. . . x. . .. . . .. . . . :. � . y . . . . : : � .� �� : . . . r �.. ..�:���.��°:., �����} ���.���.�{�.�. : . . . . . . . . . .. . . . : � . .: � ..:. : . �. _ .'� �` � . o-. . . .� . .. � � � ���:.:. ������ {. ����¢ .���:� : . . . � . . . . . .r . �. �� :� ����� �. x.��:::h �. . . . .. . . .. . .. . ....... . . . . � ..... �. . . . . :.. . . . . } � . �:� :� ... .... . . ... . . :� x. .� � . . . . � : ]h]�fD �:. ��: ��� : �� : � {: :. � � � � �°°� : . :�. . .} ��. :..� ¢:� A�h:� h. %. . . � . . . . . . . .•�]OC .AG� ::: : :#. ..:•. • . . . AC :�' JP'' • . . .. . :.}44444.{ �GOGC .%%]�iC......."... ... ... . . . .. . .� ]� � � .:.. ..... . . . . . . . . ..� �oc2�`. �.���. : �`.:.:.�..��� ..��:'?�C . .. ---. . . . . . . . . . . . .. . . . M^M^^^N .x . ... ... ..�' .... ... . .. ... . ... .. �,� . . . .. . . . . . . .. ..�..t,��,�,� :...:.:.::_r .��.. . .. .... .... vvv ..... . . �xxx�. ...... . . .. ����:::::�:::::: A::..A� . . . . . . .. . .• ..:.......�. . .......v v.......... . . .. ., ..� nnnnnnn ............ �� .. . .........�x ,,,,,,,� ....:::::::::::: x:::::::x....... . . . . • ._..�y,... ::::::::::: yW,� , ' �,,,�,. . .. ����NF-: •Y:.:�. . � �•�r.. . . . : � . • � � '� . wRR�E . . . �. x�� ... . ..� .. � . . � • � .�.� . .�� � .� . �. :� . ���� . � �� � :.:.�.. . . � �. . .� �` � . � ... �. .:� . . . . .� �`: . . . : � . .. . .�. �� � � ��.�.� .� . .�. .. .. � : . �� . � . .� � : ��. . . . . . . .. .��: . . . . :� . � . � .:� . .. . � . . . . �� . � � . �.. � �� . . �. � � � �, . . . . . . ... .. . . . . . . .. .. :�.. .�.: . . . . .. �xxx:� � � :� � � .,�,� � � :� � . �—�. . . . . � ��:. . � .� � . . �:x: ..,�;;� ..�s: � . . . � . . : : � : .{. . . . . .. .s� � • �'� . . . .� . �•. �.�:#. � �. � . .�� . . . x • • . ..... . : . : . • � . �. . . ... . •.:� .. .> :�..�. .�. . .. . ..��. Y . :. . � • . �. � . .....� � � . � ::��� c �� . . . . . +�O �• �o-R • 3E 3� � . . � . . . .... ... .��:� ��.�;:� .�`€� � . �� . �. x .Y. . . . . . . . ��� .. . �� � . �x � �..� ��'�. . �� �� . :� . . .�. .�:� � .;. . . � . .. . � . . . ..� � �. . .�: .��.. . � . .,��.. v... ... �s€.: . �� . . .,n„� :�Y� . .�k . .� � : : :� :�€ .�=:�. � ::� . . . .��� � . � . .�. � ,¢.� �.� . . . . :�°°°6 � � . . . . �.°°°� ;xx€. : � :� . . . . �. . . . <� . .,��.:Kv � ... ... . � . . • �. • x ' � :� � �� x�. '?��, �� ' . '�.. ...�. . • � . {� � x� .. �� .. . '� �'"� . �. '�`'x. . . . . � � . . . .���. �...�� . . . . •. . . . . . . . •Yx� . . . . . �x . . . . .:. ¢� • . . .� .� ''�'�'. .x� . . . . .;� . � . � � . . . . .�.� .. � � �� � � � ... . . .. . .. � •• .•. ... .. . .' . . . �' ',:� ��� � : :: �..• . .++�wv. :• �__ "o-+c � � .. . � ..� � � . . . ...... � '°�. . . �> . � : :�:x�� . .. .��.�..� �. � . . . � . . ��� . . .� .�. �V � �. .� . . '°� :.Yvv. . . �:�. � .�. . � � :�� . . .� . . � �. �y3��' �� . ++�{ . :F^ ' '�C:� . .+C ._: . . $.k � . . ... . . . # . . .� � • .':9IX . �. �::�� . �. '��. . . � � . ... .. ' '. :*-0°�, . `� . .� . �'�'�3''�.''�.. � . . � . � � �:.�. � . .��. . €:�� . . . . . . .. . � �.. .���. . . � . .x .�:- . � . .. . . k :'�:::' � � � yy �� }A.2 .'� . . � . .. . . . K��.X �.A�h. :x�. . � '�. .� � +?.o-�•. �.. . . . . rr�� . . � $�� •�� +t$4' ... .. . . qyy4 \...x .. ... . .. 709� :_� .x ' .. . ..... Ac . . . . . . .. � � . : . . } :.:�:.. . �h � .�. . �. . ���.. . •. � .3� . ..t � :iX2x. .. . . . �x�r• .� . 'So-�w�c . . . ~ � �# •��. � # .: . . . � � .x.. :. . . . . ... . .:. :• . . . . . ...f: . ' . . """ � 'v�n� . '�'� . :�..�. `. .�.�' . � � � . �� � ... .... .. .. �. . x . . . . ... . . .. .. .. . . • . :� . . . . . . . . . . v.. . . . . . . . . . . -�G^GGY�:... . '�:� �' ..:�' . . . . . � . . . . . . . .... . . . . .............. ....... .... . � � • .� . .. .... � :�� . � ��� :::�: �.� .� � . . . . � . . . . . . . � : x . . . � .�:: . .� .�.. . � :: . . . .... . . . �. '��.' : � -0�b+ F • ,-„-$ • •� . � � � � :� ,� ,.,.,.r ..% . �� �`�. . . .��:�. .� . .��� �'°°°� .�� : :€. �„�« ��� . � � �. ..:f. '�. . �� .� � �: . . . . � ��:��:.:::x�. .�' : ��: . . . .� . . . . . . . . . . . . . . . . . . . . . . PARCEL 11 PE/11 CE � � � � � � � r � S 1 �' �_ � , � � �� [�� � C� �I�T� ��1: �'�r� I���.�� r� �� �I �. ��� ���1 ���� � ���� ��� ��� ����� � �� i�����i�� � �� � r������� ��� ��f������� �� ����i� i�� ������ ��r���1��1���� ���� ��� �������i �� �� ���� �����I���� ������� �� �� �������� ���� ���� ����� ��� ����r� � 0 � � � ���������� ���������� �:�� ��I ��� � ���r�itt�r: �1�EIV� El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��, � � � � � r f�l�r� L�ui�� �li�h�l��r� �l ��'I �� � � � ����� ��I���►L��� ��� �1��� l�� ���� �!� � ���'� �l� ������� ���..[ ��� ������ �� ������ � r�� �� ��� �� ���� ������� r�� � ���������� ���� �� r� ���� �� � ��� ������ � �� ���� ��� ���� �� � � � �� � � ���� ������� � ���� ����L �����iT� �i�l���� �F� ���F� �������� i�l����� I��I�I���� � � �� ������� ��� � ��� �� ��� �� ��r��� �.� ��. ������� ����� � ����'����� ������ � �. � 'i ��� ��� �. � i�� � ��� �F����� ����� ������ ��� ������ ������ ���� ������ ����� ����� ��� ����� ���►�T� �� �E�� ����T� �� ���I�I��' ����3 �� � � �� � � F��: ���.�� � � � �I��� ��.� II��� �� �'���� �F�E����� �I�� �� ���� ����� �� � ���� ����� ��� ��� � � � ����� ■ ����� �� � � ���.�. ��� ` ������� ��� �� ���� � � � ��� �� � �� � � F����� �� rl�l�l L� E� � ���f���� �I r�����r�� �� � �,t��: ��� �# ���� ������ F�I�� ��F��� � �T����� ����T�� � ���I �� �����.�: �;�� �� � ��� 1����'� � ��T'� � �� ��1 L�� �� �� ��E�� ����I �� i r�� ��u.r�t��+ � ��� ���� ����� ���� �� ��#� � ������� �� � ��� �� ��� �� �� ���� ���1� ����� i - ��1�, ������''� ��� � i �� ����� � ; � , i � � � � � � � � � � ., � r � � � �r������ ��r #�� ������1����i�� ����1 �� ������� ��d ����� ���� ��� ��E���I� ����i��������i ��r���� ���r�#�� ���I�� ���1 ������� t� �r������ �f.� �������r� ��� ���i���� �� ���������� ���� ��� � N ����r�� �� ���r ��� �������� � } ������i�� � ���r�������� � ��������� ��� �������, � �� r� �� � �� � ���� ����� ����r �ir-�� F���.�.�t�� ��r����� r`���rr�� �� �� '� F��i� i����. T�� ���a li�� � �������� ��� ��������� ����������� ���� ���������� ���������i ��������� ��� � �� rt�r��r����� 1��1���� � ��.�t r��� �i����� �� ��r������� r��r-���E� ������ I������ �� r�� ������i���, � � � �� ������ , � � ���� � � ����� � � � � � � � � � ��� � � � ����� � ����� �� �#�� ���� ���t ������� � � � � r���� ��II ����r���l �r� ��i���� "��' �r�� "�� �t���f��� ������ ��� ������r�����1 ����� � �� ��r � � � ���� ������� � �������� ���� ��� ���'�� �.�� ��i� ���� � � ��� � �� ��� ��.� � t� � ��� �� ����� � � �� �r�, �� �r� ��� �I������ ����F�� ������ �f ��r����u�i��� ���r��ir��� r��ir���i�it��� r�p������� P � ���.������ � ��� ���� ri�� ���� ����.���. �� �,� ����� ����� ������� �� ��� ��� �������� ������� i� ��� ���r��� ��i�� i���r��� i r� �r�� � ��t�r��i �� �� �� ir����������� �i�� tl�� ����� ������� I��r����f�rM �r �� I � ��� �� ��rr��i� �� �� � �r����� �i��� ��� �������� �r������ � ���r����r�� �������'� �� ���1� i��, ���r���.�� � ��� �r�# I�.r�i��� ��� r�������t �� r� t ��� ����# ���1 ���� � ��i�l� �� rx������ ����� �r ��.��� �r �����` � � ���������� �l-��� ����i,r�� � ��i���r�� rr��� �1������� ���t�r' �1��11 �� �������� �� r������ ��� � ���.�.�� a� � �� � �����, ��� ���� �� � �'����I ��������� �r��� �� � �r�ir�� a �� ��r�� � ��� ����� ��� ��� �� + �r����� ���I� �� ��1.� ���� �a �-������ �� �t���� �� ��� �������� ����r�� �� � � � ��������� ���� ���� �.�� �� ����� ������i,r�� ��� �����r�#i�r� �f ��� ������1 ��� �ri������� �� � �i� ����` � � �i �I� � I'I� ����x'�1��� ������� �1 ��� �� ��� ����� �� ��� �������� ���� ��II�� f��� � ���' ��� � ��� ���� � ��������� � ������� � ��� ����� �� ����� �� � � � ��� �� �� ��� � ������� ��� �� � �k�� �����r�r� r� ��� ��f��r����. �r��l��� � 1��1���r��-, ���� � ��r���� �i1�Nr r��� �� �������� �� � ������� �� �� I ��� � �r� ��i�� � ����� �� ����� �r�������� ��� � t��t����� � � �������i��n �� ��� � � � � ���i��� �� �� � i������� ��� �� � �� ����r�� ��. �����r �I�� ��� � � # ������ t�� � �� ��� `����� �r���r� ����, �� � r��r����l � �� �r�r���� �� t�� � � � ������" � ���� � � ���� ���-� �� ���� �� �� 4� ����t� � ������ �'�� � �� ��.������ � � �� ��� � �# � � � � � �� ����� ������i���� t� �� �.��I���� ��r r� ���� ��#��� �.r�f��r�r�t��r� ����t �I�� ��� ��� �t�� ��t��1 � � � ���� r� ��� ������ �� ��� ��� �� ��� ��� � ���� ��� f� ����� ��� �� � ��� t��� �� � � �rr� �.� �r�t � � ���'1�1� � ��1� �� �`� �T��i��� �`I�� �I E� �� ��� f��� ��� ������ ���� ����I��I� l�l ���� ���.I.�������. � � � T� ���� ��i�l� �� ���� ��� ���1�����������i �������� �������� 1�1�� ��� �I�� �1�����1" ��� �� ��� �.�1� � �����.���� ������ �� ����� �����1�1�� �1 M��� �������� ��� �I�������� � �� �Ll�������'� �.�� �I��l �� f�����'� �1�� ��'�-f1��1� ���� ����� ����� I����� �I"1� ��� ��������!' �M�� � � ���� r� � �� ������ ��� ������ � ���� �� ��� �r�� �� r����.��� �1�� ����r���t � ��� � r���� � it� � ��������� �t�� ���i ��, � �.��.�� ��� ���� ���r����r��� l��u�.�� ��������� �� �� ����� ��� � � �� ���n � � �� ��� . ��tr� ���r���+ �i� � ����r�� �� �� �����#�� �r-� ��I�i��� ���#����r#�, ���� �� �i�� ��I� �� ������ �� � 0 C �.��i�r��, ��� �����i t������� ���1 �����i���� �r�� M��t��.����. ����� ��� �������� ������� ��� ����M� � 1�1��rr tl�� ���t�� r������� �N���r��r ��I�������� ����� �� ��� ��������� ��� �� ��7��� ���� ���IT■��� T��u. ������ � � ��� � 0 �� ����� � L i I ♦ � � � � I � F ������ ! ����� ���� �������� ��� ������� ��������� ������� ��� } r ► �� � f ��� ����� ����� � � ��.��� �������� * � ��f�T��: ���� �� ��r������`��: � � � �� � � � � F � � ��� ��� i ��� ����� �� � ����� �� �� � ��� �� � ��� ��� �� �� �� � ��� ���. ��1���k���" P�I�rr3�� ��� � 3D� ����� � � � h ��r �1 u r�� � �� ���� r�� � i�� ���� r� �� � �i r�� �C �� � ��I � � ���i������1�* ��1��l��-���� �l� i��� �� �ir�� � ���� �������� �� ����� �� ���� ������ �� ������ 0 � � ������ ��� ��� �r���r���r��� ��������, � �f���� ����i� i� a�� ���- ��r� ����� �f �'���� � �r� �i�i� � �� �������1 [� ����� ��� � ���� ���[`� ���, I�r���� t� r� � �� �� �1�� ��rr�� ���� ��� ����� r��.�� i� �u����i��� �� ��� �����i�� ����������� ��� ����������� t� r�� ���� �i�� ���-r�� ��� �� � ��� �� �� � F� � ��I�[� � ��� ��� ��r�� ������ �������� ��� ��r� � �� ��� ��t �� �� i�d ��� i�� ���� ���� f�� ��� �������� �n� �r��i�1����i� � �i����� ��������� ��� �� ��� ������� t����ir� �����1. � � � � � i �� • :� ������i�rar��nb��inu�� i�pu r�r�#��+�1I�141 I�I�Ip��� � �� � �� ������ ����� � � � � �t� � � � ���� � � � = �� �������� ���� � � � � �* �� ������� 1 �� ���� # �. . � �1: t � � �+�# �1 � �� li � «1 � r� � �pl N � 1�1�I�t�t1 �1 t r�r1�M �� �11�11I I�1'1� �������� ���� �� ���� ��� ������ �1��.�! � ����� �1� �1�� ��1� ���L �� ������ ���� �, ��� �� ����� ������ �r� ��� ��� �1�� �t�t� �f ����� ��� � 0 �� ����� � 0 ❑ � � ��������������fi ����� �� ���� ����T� �� �'�►���1� � � ������ ��� ��� �r����r���r��� ������� � � ��t� ������ �� ��� ��r ��� ����� �f �`����� � � �r� �l�i� ��r� ���������� �����r��� ����L�� ��F������# �r���� �� rr�� �� �� �i�� ��r�� ����� � �I���� r���� �� ��������� ����� ��r����r� i�,������r��, ��� ��������� �� �� �� ������ ���� � � ��� ��� ��� �� 1������� ��������. �r�� ��� h������ �������� �h� ��r�� �� ��� ��t �� ���� ������� �����1��� ��� �1�� ��r����� �r�� ��r�i�������� ������r� �� �r����� �r�� i� ��� � ����i�� �����ir� ������# � �1���1 �i� ��F� �I`� H�I� � ��I � ��L �� ���1�� t�M� �.� �� � .� : , � � 0 � �� . �� � ������������� ������������ � w� ������� � � � ����� ������ � ���� � ����o���� = � �������� ������� �� � _ � � �I����r � �� ��� � � ��ur�i��n�Mrnui��dn��w�u� M��u��d���r�M�n�,�� ���� � � � ���� ����� �� ������ � � ��� ���1�1�� �.r� ��� ��� ��� ���t� �� ����� �� ������ �� �� ��� �� �� �� � �, �� � ����������� ���� � ����� � 1����� �� ���� � � �i�� ��� ��� ���� �� ����� � �� �� ��� ��� ������ �������� �� � � �� �� � �� �� ��� ���� ������ �� �� �� �� � � �� ��� � ���� �r� �� ��� r��r�r�� i� �� ���a ��� �� ��r� �� r-���i.n� ir����r� �r�� # �r�� � � r���N����� t� �� �1��� ��� ���� ��� t�� ��� �� ��� ��� �� ��r� ���#� ��� #��� ������ �������� �� ��r�� �� ��r� �� �� �� �i�� �� ��� 1�1���t1� ��r ��� ��.�`����� ��� ��r��i���'��i�r� �f��r��� ��������� �r�� �� ��� �� ����� #����i r� �t�t�� . � ���i� � �I � �I� �I� �i�� � �� D ���L � � �F�I�� �I� i� ��� �� ��� ��� ,� � k � 0 . �� . ���� I� I L�� � I�A���� h���� ���I��t� � ���� M �� N� #������� ������ �� � ��� � � �� ������ ���� �� � �� ���r_ ������ ����r���[� I� � ��� #�� �t�t� �� T��c�� ��� � � � ❑ �� � � �� � � .......:.. .....: . .... ..........:.. . . . � . � : .�. :�: �.� : . . . . . ��. .. . . .. . . . .... . . .. . . . . :.. :. : :.:.. .. :.��. . . �: . � :� . . : . . : . :. . . ��. . :. : .. .�: � � � �: :�: ..� .�� : . .... .... .. ........ . .... . .. �� � � .. .. : � . �:� �: : .. .. . .... ..: .. � .: .. . .. : .. . . ..:.. ... . ... . :..:... . :.::. : :... : .. .. . .. ..� : .. . . :. ....... . . :.. . . . . . � . ... .. .:.. .. ........ . .. . . .. .. . ... . . . ... . . . . � . �. �. � . . . . . . : . . . �. . .: :: .. . : .. .. . . .. . . . :.. . � : . : . .� . . . .. �.. .. .. . . .. . . . . . . ..... .. .. .. .. : : . ... .............. . . .. ... ..... . .. . .. .. . � . . � �. .� .: . . .. � ... . �: : � .. . ......� ........ : . � � � � . . .. .... .. . . :. ... .. : ... . . .. . :. :.: . .. . . .. . ...: . . .. .. . . . . . . . .. . . .. . : :. .. ... .. . ... .. � .. . . .. .. �. . .. :.� .:. :. .. . .... . .. . . .. . . . . .. ... .. . . ::. .... : :.: : :. .. .. .. . .. . . . ... .. ..... . . .. ..... . .. . . .. . . . . . .. . . . . . . . . : . . � : : . :�� . � � : : �:: � � � . � : � : � � � :.� �.: � ��. . .: .. . . : . : � : . .:. . : : . � . . ��� � � � � �� � �. �� : . � . . :.� � . �� � . . . . ..�.. . : �� � � : .� �. . .�.�. . . � .�. . . � .� . .. . .�. � ��. � �� �� � . . .� :. .� . . � � �� . :� � � �� � :�.: .... . . ... ..... . .. .... ... .. . .. .... ... .......::.......:.. . .. ... .. . . . . . . ��. . . � .�. � .� :. . � . ... . . .. . . ... . . . .... .... . .... . . . . . �: �� .... � �. �..... .�.� . .:. .: . .. . . . .............. ..... ..���� ���� � � � � . . . .. . .a . . . .. . . : .. .: . . . : . . . • � . . .� ��� �� �� �.�� ���������. • ���. ° � . .. . . . .• . � . � � . . . E .. ? �. . : �. � . � � • � � � � . .� . • . . ' " ..�. . .' ... . .. . . .. . . . ' . . • ��� . ' ... ' � • • ��1.�* �•� ��• . �Y .. . . . . . .. . • • . • •• . • . . � ���.�����' . . � �. . � . ��•� �G ��• � ��. �� •�.��� �� 7C • •. . . ��:•y: • � � • ••. . • . . . .. : � . � �.� .� . � . . : . . . . . . . . :�' . . . � .. .F . . . . . . . . . :. . . ... ' ' . .. . : : ' . . . .. . .. . .. . . . . : • : : : . � ... . . . � . . . . .�' .: . . : . . . . . . . . ; . .. '• • ? :• . . • , �. � . . . . �� �'.� � � ��'�� . . . .'��� . . . . . . . � � �. : � . . . . �'����'��� � � � �����������• .. '��• �� . � ..�� . . . �. • � . � � �. � . . . ' .�.�:� �� . . . � � � . .� . . . � . . . . ��. �. . �� .�. . . . . . .. . .. . ... . .. . ... . ... .. . .. .. .. .. . .. . . �. .. .. . . . . . .. ... . . . .. . . . .. . . . � � � �� �� � � � �� � � � � ���� ��� � . . . x. . . . . . . .: .. . .. ����� � ��� �� :�� �� ��� �. � �. . � �:� � � � � ��� ��:. �. ��:. . : :��� � :�: ��: :� �: . . . �. . :� � � � .� : � . : �� �� �� � � � � � ���� � � : . : .: � . .. . . . .. . � .�. � � . .�. . � . . . . . : : ... � . . .... .... . � � . . . . . . . : . . . . . . . . . � : . .:.:.:.� . � . � � . . . ��� x . . . �: . �Y. . . . . . ... . . . . . . . . . . � ... . . . .. . . . . . . . . . : � . . � . ..�. �: �� .: . � . : ��.� � � ��� �� � �� � �����. � � ��� � � � �:�:����� � � ��:� : .� . �:� �.�� � : �.� : . ��.. .�. �. � . :�� . �. � :� � : : ::����� . � . �. �. � �� �� � . �� a � a� . . a� �.� .� �� � . . . . � . �: . . ����� ��� � � �:� . . � � . .. �. ...# . : .� T . . .. .... . . . . . . . . .... .. . .. .. .. . . . . �.. .:.. � ... . `�.. . �.� . .. . . .. � ' . : � � �� � � ` . . � .: . . . . . ... .: . . . : . : �. . . . .. . . . . . .:: � ' . � . � . . ' � ' : .: . . . . .. .. . . . . . . . . .. . .. . .... .... . . .. . . . . � .. . . .. ... . .. .. . .. . ... . . . ' . . . . .. . • . . . . . . . . . . . . . . ]G . . . : . . . . . .�. . . . . . . . . . . : . . .. . •.. . . : . .. . : :. . . . .. ' � � 4" ' ��•••� •� �. � � �•� � . � • % �� ]C �"} � � . ' Y � L # � �. , . . . . . . . . . . �� ](�. • ��� �� �� �� �� �'���•� .����� �. . � � � . :�� . . �.� � �� . . .7� . . . . . . . . . % T . .. . . . ... .. . . . . . . . . .. . .. . . .. . . . .�. .. .. � . . . .. . : : ... . .. . .. . . . y . . . � .:. . . .. . ' . . . .. ; . . �` �'� ��7p ' . . . ' ' . . . . . . ' : : . . . ' x. . : . . .� . . • • . .. . :. . : • .• . : � : : . . . . . . .. .. : . � . . . x . . . .. �� . .. . . . ��. i� � �. . :. . •. • .• :•::• :•.: .. •:.: • . . . . • � : . . . . . ... ... . .. .* . . . . . . . . . . C . • . ... .... . : • ... . . : .. . . . : : : : .. � . .�.. : � � �: ��.�: � �:� �.� :�:�. � � ��� � . � . � ��`.� ��:�.��� . � � . .� �. . .�� � : � . � # . �: .. . :� . .�� ��°: �:�°`���: �:� . �� �°. . �� �. �� : °.. � . : ° . � . . � �. . ..� .° . : �.°: . : . �. � . .�� . : : . . . . . .. �. . .. . .� . . . . . . � .. . . . . . � � :� : . . . . . . ...: :.... . . . : . .: . . .. . : . . .. . .. . . . . . . . . .. .. . . .. . . . ..... . .. . . �� � . . .. . . . : � . . . : . .. .. . . . .. .. � . . . ..: :.. . . � � � . . � .. .. �.�.:: � : . .::.�. . . . . : . . .. . :. . . . . . . :. . ... . : . .:. .::. . . . . . . . .. . . . .. : . .. . . . . . : . .. . .. . . . .. . . : . . . : � .� � . . :�.... .:. . . . ..�. �:.:� .�... . ... :.:. . . . .. ... . . . .�: .. .�� . � . .. . .. .. . ... . . . .. . . . .. . . . . . . .. . .. .� � ..� . . . ... .. .. . .. ... . . . ...... .. � . . . . . . . . . . . . . . . . � . . . : . . .. � : � . : . � :����� � �� � ��� �� �� � �� �� �����:� � � �:. . .� . . . � � ... .� � � �� . �� � � �: ��� �� � :���� ���� � : . ��� .� :�° ... . . . � .�� .. . � � �`� . ��. . : . .��� � . :�:. �� ��� � � �:���� � � ��� � � �.� � �.°: . � �� : � .� . °. : . �: : .:: ° . � . �� � �� .° : : ��. .:. : . �� � :� � . . . . . . � : . . . . . . . : . . . . . . : �:. . . �:. . . . . ... . : . . :x : �� ���� . . . � �� �� . . . . . . . . . .. . . . .. . . .... .. . . . :.. : . . . . : . :.: . . . . . . . . . . . ... . .. . .. . : . . : : . . . . : * . �. #.�:.; ������ ��° � � � � � �� �� .��:�.� .�� ����� �� � �� � . �� �� : � � .� �� :. �� . .� �� ��.�. �. .�� . .� �°. : �: . . � � � ������:�� ��� ��� ° . °� ������ . � . . . � . � � . . . . � . �°�:� .. :: � � . � � � . � . : �: : .� :�� . . �.. .. . . . .. . .... . .. . . �.� . . . . . . . �� � . . . .. . . . � � . �. . ... . �. . .. .. . . . . . .. . . .. .. . . ... . . . . . ... : : . . . . � � . . . . . : . . . . ... :. . . : . � � ��.� � � �� . . � . � � ��. � � . � �: . � .��� ������ �. . .� �. �� � �� � � �: � � ��. � �� . . �� �� �.� .�°���� ��� � � ��� � �: ��� ��������� °��:��:�:� :�� � �� � �� ���� .�. �� : . . �. . . . . . . . . . . . . .. . � . . . . � . . . . . . . . . . . .... . . ... .. . . . . . . . .. . . ... . .. .• • • . • . .. '. .. . . .. . . x ... .... . .ff. .. . , � ' � x �� • ��• . . . '. . �•h � � �• . .} .. .' . . : . : : . . . ... : ' • • ' • • � �� � �.�� � � � • � �������''� . .•� . . . . . .. •' . : .... ..... . . .. '.' . . . � : . : . . �� �• •� # � � � ��5:. ' '� . . . . :. : ' ' �'� . �� . �' . � �� . . . '� • . . . �'��� �� � . . ��� yy .� �� ���'�. . . . . . . . . . . . . . . . . Y . . . . Y . � . ... . . . . . . . . . . � . . .. . . . . . . . . . . . . . . . . . � � � '...... ' . . ' . �. . . . . ... . . . . .. . . . .. ... . . . . .. .. � . .�: � . . . . . � . . . . . ' . . . � . ' ' . '. :. . .. . . . . ' . : ' . . . . ' : . . ' . . . .. . . .. .. x. . . . } . .. . • .. ' . • ... • • .. . .. . . .. . . . . . . ' . . . . . ' . • . .. : .. . ' . ' .f'. . .. . . .. . . .. . . . . . �� �� . . . : . � . . . � � • .�'�' x . . . . . . .. . . .. . . . .. . .. .. . . . . .. ... ... .. .. . . :. . . . .. .' . •. � . : . .. . � . ' ' � ��� ���� . ... . � .. ��. . �.. .. . ... . . . . . . . • . • . . . � . : . �. . . � g . . . . � �. . . . . . �� i� : �. . . . . . �•� �.� �� �.' : . : . . . . .. . : . . . .: � . i . . .. . . . . . ' .� . . . . ...• :� . . �. �. . . . . . . .�. . . . . . . . �. . . . . . . . � . . . . . . . Y . . . . . . . � . . . ' . ' . . . .: ..�. .. ... � . : • . . . . . . . . . . . . �.. . . �. . . � � . .. ' . . • • '. . ' '. : . : . . . . � ���'�'�• • '�� .•� � � �. �� � ��. �.�� �•��� � � � • � �� � . ���IC �. . . : � ' � �� �� �. �� � ��•.�.' . . . . . . �.�. . .��� . . . � .�. .+ . . . . . . . . . . . . ' . . . . . . . . . . ' . . . ... . . .. . . . . . . . . : . . . . ..��. . .. . � . � . .. . . . . . : . . . ' � % �C . . . . . . . .. . . . . • . . . . . • �. . •�� � �� � � •���� .� � '��. . : . �� �:• • �•�•� ��.� . • .��. •' . . . ' . . . ' . . . . . . . . .• .� . . . . . . . . : . . . . . . . . . . � • • . . . ' .�' . . . � . : • . . . . . . •.. . . •. . . . . . . . .'. . . . . . . . . . . . . . . . . . . . . . . . .. . ... . . . . . . . . . . . . . .��������. . . ::: �� �:�.� � � . . . : �. :��°� . :�� . ��: �:� : :�.� .: °�: : :�:�: : �� : � . : � : � : . :� : � . � : :: .. � . . : . . . . . . .... . �. �: : � :#��. �. .��. :�� � .... ...: .. : � .... ... . . . ..... . . . .. . .. � . . . :. . . . . . ... .. .. . . . .. ... .. :... . .. . : ......... .. . . . . . . . . . . ..... . . . .:... . :. .. . � � . �� � ��J� � :� . ��� ��� � �� . : : � � : : : : � :: . � . �. . � :�. : . . . ::. : : . .°. . . �� .. : �� :�� . � �� . � �� � � � : . � . . :. � : � . � � . . . . � . . . . . . .�. . . . . . . . . . . . ...... :...: ..... . � . . . ,� �� . � ... . .. :. . : . . . : . . . . . .� :� � .:: � . . � .. .. .. � ��g� �. :�.�� �� � � � ���� � � �� � . :. � � . . � . � � .. . . � .} ���.�������. �����. ��� :���:�� :��� �: . . �� . �. :. :. �:�: �� .. .�� . �:� . . � ' . . . . . . . :�. . . , . .: ... . . . .�. � : . . . . .: .� . . . . � ���� .�� ��:�. � . .. . .... .. � .. . . . . . . . .. . � . � . � � � . ..... .. � . . . : � ... . : : : � . . . . : . . . �� , . . . . . . . . . ... . � � . .... . . . . . . . . . .. . � �.: . . . .. . . : . . . ° .. . . � : ; � _ . . : . . � . . : . ... :. � : .� . . � ��.. :� � . . . � . ����.� . . . . . � �. . . . �.. . �.. . . . � . . . . . . . . . . . .,.. .:... ..,. . .. . �... � . .: .. . . . . . :�.� :� .�: � . . . . . . . .. . . .. .. . . . . .. . . . . . ... . . . . . .. . .. . : � .. . . .: . . : . . . .. . . . .. ....... . . . . . : : . . .. .. :. � � � � . . . :.. . . . .. . ... ... .. ... . . . . ... .��� � ... . .. .. . . . . .. . . ... : . . .. . � , : :. . . : � .. . . . ... . . . . . . . : . : . . . : . . . . : : �� .�. '. ��. . : . � : . . . . . . . . .. .. . . �: � : .. .. ... .. . , , � . . . . �. . . . . . . .. � . ... . . .. . . . ... . . .. . ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '� � .� : .... . �.� �. . : . . . . . � € � �� �� � �� . . . . . ... . .. . ... . . . � . . . . . . . .. . . . �� � � . .. . �.� � . . � . : .�. ..� . . . . . . .. . . . � :� .. . . . , . , . . . , , . : � . . . . .. . . � � .. . .. .. ... . . . .. .. . . . . . . . . . .. . . , . , .. . .. . . . . .. : . � ... . . .. . . .. . . .. . � . . . . . . ... . . .. . ... .. . . . � � � . . . x ... . . ... ... ... ....�.. . . .� . . � . . : � : : .:. ..... . • ... . ... . . . . .. . . . . .. . . . .. : . . : ... . . . . . . . . . . . .. . . . , . . • . . . . . : . . .. � :. . . . . . . . . . . . .. . . . . . . .. . . . .. . . . . . � . . . . . � . .. . . . . . . . ...'. . . . . . '. .. .' ' . .' ... . ' . .. . . . . . . . . . . . .. . .. .... :. . . .. ' � . . .. . .. . . . . . . . . . . . . . . . . . . .. . • �� �.��'�'� �:� �'��.� � . :� �: . �� �. :�.�.� �.�: . . ' ��' . : . . . .�. . �. � . . .. . . . .`. . . . � . . . . . . . .. ' .x ' '. � . .. �.. . • . . ... . . �.. . . . `. . . . . : . . . . • . . . . . . . . . . . ° . . . . . �. . . . , . ... . . . • • . . . '•�� � � � � ��' �� �.� � �.�� . � . . . . . . � ��.�. . . . . . . . ����'� • ' '. . . �� . '�.�.� � �' '.��'. �°. '�L�.� � . . . . . �'�'�.. . . '�� � . . . .''. � �C . . : . : . . . . ... . . . ' � '. •3vBvt. .. : . . .' . '' .. .. . .. .... .. . . . �� �:�: �.� :� . �: �� : �`� �:��. �� ����� �� ����� � ......... ......... :.: .:.....:.::... ... .. .... . . ... . . ...... . .:. � ..... . ... . ... �. . . . .: :. �: . . . � � �� � � ���� :�� . : � � :.� � � .: . .�� :�� ��. �� � ���:� ����� � �. � . � :��. � ��:��. � � . . .. .... � . . . .. . ....... . ... .. .... . ... . ... .. ����������.��: ������.. �� ����� � .� � � �� � ��� .��.��.�� ���. ��� � ��: � ����.� ��� . .. .�..�� �:� .� �:�����.����:��. ..����:.. .. .. .� ������ . . . .. . .... ... � � :� � : . . : . . :�� �.�:��� � �. . : � � �.�:�� � ����: : � � � �..� �. � �:�. . .���. . � . .� .. � � ..� ..... .: .. �� :: :.:....:.:...:... ..�..�::�..:....::..:..:.. .:... .:�..:. :� ���: : � ������ .�.: ����� . . �:�.��� ��� . . . � . ��: . . � :. ..:..:.............:.:... ...:...:......:...... .. ...:................ : . . .: :�� .��: �� � . :� . .. � �� � �: � � .�� :�:� �� � � �.. ��� .�� � . � .� �� ... � �� . � :��� ��� �:�:���.� �� �:�� � � � � . ���:� � .. ..... .. ... .. ... .:....: �. . . . ......... . . . . � .. ... .��... . .� �� � . : .. .. � . . � : � ��� : : :� : �. :� � :� �� ����:��: � ���: � �:��� . ����.�� � � ��:� ��:. � � �:� � � � �� � ��:� : �� .�.�� :�: . ��. :�:� � � � ��� ����. � ������ �. �� . . . :� � .��� :. : : �� : .. �: . . : .� � �� . ���� � �: � � � :� . � .�� . . � . . . ... . . . � . . .... .. �.. . : ... . .. . . . .. . .. . . ... . . :. . . .. .. ... ... . . .. .: .. .. ... � . : . . : . . :. :. : . � �.: .::.:.: ... .. . . .. .. . �. : . ... . .. .. .:.: . .. .. . .. .... . . .�:� .. � �..� ... .. ... . . . . .. . . .. . ... .. ... ... . ... ...:.. ... .. . .. #. �. . : � �: ��. ���:� ����.���:.... :��:�: . ... :. . �:� ���: . ��:� �. :����: .: � . ...... . .. . . . :.: . . :.: .. .. : . . . . . .. . . . . . � . . . . . . ... . .� . . . . . . . . . . :: �. . . :. . . : . . . . . . . . :.�:. .� . . . . . . . . .. . . . . .. . . . . . � � �� � . . �.x.. � ��'������ . . � :� . .� .� � . . . . . . . .. . : � . .. . . ���.� �. . � '���� ; ' . . . . � �. �. . ` '�'. �.��.� �: `� � . `� . � � ' . . : .�. : .. : . : . . . .. .'..�� � . . � . �..:. .� � . . : .. . . . ... %. . . •. .• . . . .. . .. . . . . . . . � .. . : ... . . : .. F . . . . � .. . . ": :. . . . . . . . ... . • �°���� : : . � ��° � ��:� ��:� ���. � .� �� �.��� �����. � :�� � � �. �:� �: . � � .�:�. � �� � . .� ��� �:� : �: . .��� �° . . . . :: . . � .�� . :� ..� � �. . . . . . . . . . :.. . . . . . . . . . . . . . . . . . . . . .. . ' .. . '+C . . . . . . . . . . . . . . . . . . . . . . . . ' Y . . . . . . . . . . . : . R . .� � . :.: . . . . . � � �.tl:�C� ����� ����� � • • •• ��� • .�� �• •� � � ��' � . � ��� . • ..• .�.�����' . . .�C����'�'�.� ��� ��.� �.� � .: . ����� � �•�� Y � '� . . . . . . . %. . . .. �: � � � . .. . � �° .. ��� . ��:��. . ��:�:��: � :� �:�� . .�°��.�. .�� . . .� . ��. �: . . : . . .�� . .�� : ��� � � � : : .�. : : : . : �"�:�: �: . :�. . � ��.� �. . �`� �. . � . . ��: ��.�: . . . : �. . �� ��.� � . :� . . . . .. .. � . . . :� . .. . k ::h�.' . :x•. . .. ... � • :.�. .� .' . � . . .� . �`'�a .�� : ...�F'�'�� .�.k ..32�' . .Ex:� . . �.. .xx .x • . :�� �. {�" . :k .. x•. ..ki�� , �. ... .•> . �`�`.' .�: '� :�' .::x'x�. . . . . &�:" ...,�x• . .. .. ..>.'°k� . ... . . . . ...x� . . . . �:x: . . . . . . . :�:� ..' � ... . � .. . .. . . . . .. . . Y • ..•. .. •. : :. . . . . ' : . ' . . . .. . . �. . . . . .. .. . . � .. .. ... . . . .. .... .. . . ..... .. . �.� . . �'�'�� � � • . ' ' ��������.�� � �'� ��� . .' : • •� �� � . .� �. . .. �.. .. .. . . . .. . . . . . � :..:: .... . : : a.. . . . � �• �. • ��.���.�b,� ����� : . '�_ . • • � �:������` . ._� � �.������: . . � ������ . . . �. . . . ..... . � . ... ' .. . . ' �.� �� ' � ��.�'�� ��'�� : � � x ' . . . . , x ' . . ' . . . . . . . . . . . ` . . . �•tt�� �' . . . �� . � .� � � ' ° �'. .��..� � � $�C��•v � , � . ... ... .� . . . . ..� .. . .. ' : ... . .� •� •� ��•�'. ' x • �� ��� . : . • • ..: . . . . : ,. . .. . . . . . • . ' Y: . . . � ' . . . . . . . . . . . . . � . . . . . . . .� • . : . . . � . . . � . . . . . . . . .. .. ... . . . . :. . . ' � . . x]��€'��?������#� ... � .. ... ' ' �,�'�� �� . . . '.:.. ; . . . .�.. � .'�. :��.�.�. �. . .�: . . . . . . :. .:��,���` .. �.. . '��.'� � � "'. : . . � .. ��. : � .. . ' . . � . . � � �:�.� ��$����'��''�'�kE'�ki�'���'�'� �'�'� 3�'�:�?�:�'�'?9F' . . •. . . . . . . . : ... . . '• • . •.. : . �' ' : . . . : . :. . : ' : • � ' . . .'. '. . . ' . . .. .. #. . ' • . '�'�'�'?�'�'�'�4�''�����.§��.���:���'�E��F'�'�c��E��E��'��,��3�• �. .� . . . . ' . . � . . �. . . . ' • ' . ..: . . �::�� � � ���.�.... . . � . �. �.�.� . . :�� : ��� . . ���� �. . � .� . . ... . : . . ��� ���������� �� :�.�� � ..� . . . .� . : . . . . . .�.�� � . . �� . . . � : : � . .� . . ' �.� ..�'� . ` �' �. ' :.' . .'..� �. � � . . . �� ...� . '�w�� s,.war�. . '. '.r,ac.;. .�".�a�". . . . . . . : . ' :.' ' . . . : :.. . . . '. . . . ��'��.v......� �.•��.� � ���� . . . ... .. . . .. .. . .... . . � . ��•.��• . . . . . . . ... .. ... ... ... ... .. . .. . ... ...... ... . . ...... .... ......... . ............... ................... ... .... .. ......... . . . ... .... .... ... ....... . . . ................. .. .. . ... . . ... ... .. . .. .... .. .... . ....... ........ ....... ......................... .. ........... ---------...._ . . .. � �.� .� . .... � . ... . ... . . . . . ...................................... ..... ........................... ............. ..... . .... . ... ........ .............. .. ... . . .�. . . . .. . ... . . �...�.� ...... ..........�....��...... ...� ..�................�..�......::........� .......�� ..... . . � . .�.. � .....�. ...� �.......�...�...��..�....:........�... ...... .......:.:..... ��.�.... . ...............� �..��.. ....:: ............... ...............:.:. ...::.. ::.. .:..:...... ...::... � . . . . . �.. ,�: ....... �.__� �vvY : �. . . � � . �. . �..��. ��� � :,� � . . .. � . ..� .._�: �. . . �: . .� : :�� .: . . : Y : . .Y . . . : . . .. .: �� . �: � � .�: . �.. .� .�°�"> �� � � � . . . .��� .�: °�� . . . �.. ...�: {.. :�.:. . ... ...... ..: . . . . . .. . � . . . ���. . � . �� � � . . . . : ��� �.� ��. �. .�. . � . �. . . . .. . . . yppp� 7C . �. . . 7CYY:y. . . . ... . . . . . �%� �f '..# .�''p(p0C .. . .. . ' � � %.} . . . . .. .. . . . ... . . . �• . . . . ]0707C. � .:: 3 .:: . . . . . . . . . } . . . . . . • � • � • • . '.]OW70C �Yk . .�. . . �� . ::Y%h ]GWOGC. • �� . .��. . . � . . . . . . " , . . . . . � �.. . �°°� . . . . . . . . .. .�: � . .. . .. . . . . .. .. . . . .. . . .. � :�. . . . � : .� :��. . �. . � . . . . . . . ��- . .:� : : : . . �. �:� ���. :,� . . � � . . . . . . ::� . . . . .. . ..� �.. . : x • �,�c . ''4x. . . �� � . .�'�: . +OWOGC .Y ' . . . ' .. . . . . .. . :::.. ... .' . . . . .. . . . �� '� . . ' ' . . . . . . . . . .. .y� . �� � '. . .� . . . . . . . . . . . . . . . . �' • ' . . $ : .•. . '� : . . .�k . . . .�. ... �. . . . •�• ._� . . : : . . � . ,�]Y% � . .]OOOGOC � .. : . . : : . . . . � ' x. .�. . . . . . . . .�. � . �. . . . . . . � �� ' . � � � _� . . ..� ..�� . .. . � . :� .:��.�,. � � ��. �:... � . ... � �.�. . �: � : .�. �:�.� .� �. . ' . �.� ��. . � . �.��� . . . . . . . . .� . . . . . � . . . . �:�. . . ��x�. . � . �. . � . . � . . . . : . _ . . �.. � � : � ' '��. ... .� " . . : . � . . . . . . '. • . ]�i . . . . . . :Y_ . ". . . . . . . . . . . . . . . . . . . . . . . . . . •. . ' . .• • • . . . . . • . # �� . . . ' � . ��' ' . . . . � . . �. . � . �. . �. . . : : .. .. ..x.�. .. . . . ..... ..... ... . ... . . .. .. . . . . � �� � . � ° . ::� x . . : � ��� �: � �: : : . . . � � . . ..�. .�. �. � . . .. :_x_ .'. . �--- � ,� .'�. �:��. � ��: :. . , . . . �. . . . . . . .�.,a� �: . . . . . . .. . :. � . : . .. ....� . � � � . ., . . . . . � � . � . . . �. � . . . . . . . . . . . . . . ... . . � � � �. . :.. : .. . . � :.�°°�" � .. .�.... � ' � .. . �: : �` � ��. . � . .: �. , .� . . �. . .� . . �. aar�. . . � . . . . .� . . .�'. . . . . . . . . . .%. .�. � ' a�e. �`.�.?96E. .�.�. .�.�.� � . <: . . : . . . . '. . . . . . � ... .�. .� . � . .� . � .: .: � . . .� � � � . . �����. . . . . . . . . . . . . � � . . . . . . . . : ... . ... . ,a� . . �. . � . . ����. � . . . � "'°'# . . �. . . x �'� .�. � . �.. . :�..�� .� : .�� � � ��.�..: � �,;�...� .. . . . . . . . . . . � . . . .�. � . ,a� . � �3aa� . . . . . �.� � : .. . �... �"x : � . . . � . . . . � . . . . .� . . .. . . . � . . . . �. .� ��. � ' ,��.� ' �,�:�.�. . . . � �. aoe. ' �. . . � . �. �� . �. . �> . k �. . . . � � � . . : :��.� . . . � , . .. . . � : •. . . ..��. . :: .. . ,� . � . . a�. . ... . . . ....`� . . . . . . . .�� . . . . . . . . . . . �• .. � ' . � . . •. � �. � . . {�: . • . . . . . . � a�.� . . �. ,� . . '.�. � .;�€. � �. . � . . ...,. s� . � :': . . ' .. .x. . . .. . � . . . . . . �. . . . ,�. � . . � .�. . . . . . . �. . . . � �. . .�. � . . . .�� � . . , . � � ' � . . . . . .. .� . . . . . . �.� �. . . . . . . .� . . . . _� ... .�°°°°°`:. . � : . �. . . . . � . . .� �: . . . . . . . : . �. .. .�. . : .. .. . . � �. : . �. . . .. . �.� . � � .� .� . . .. . �;.. . . . . . � � . �. ��. ' . . � ,. �Y . . . . . . .� . .y . �• �. . . . . . Y� } . . . . . . . . . . . .]RL � . . : � . . . . ' . : . . . ]OOC . . • . . • $:. . . � . � : . � �: . . .�. . . . �� . �.� �. �� . . . . �. : �. . . . . . . . . . . . . �. . . �'��. . . � . . . � ` � .� ` � � :. � . . . . . . . . . . . � .� � � »i � . x . . . . . : •: ��. . . . . � . . . .. :... . . ?�. . . �� .� . � . . .�. . �y . . � � . . . . . � . . . . . . . • ... • . . .. . . •. . .... . . . . ?�. �E. .3� . .. . . . . . . . . �. . � ,� � . .. .. . . ... . •.•.. .. . . . . • � . •:.: .... �. '� . . . x� . . . . . .� ' . .. .': ' . . .'. . . . .' •. . . ..�'�"''v'' ' .. .. • . . ... .. .• . � ..�: . . . ... ..� .. : :�� .. . � � � .. ... . . .. . . .... . . . . . : . .. � � . ��� . . . . . . . ... :.. . .. . ... . .. . .. .. . . .. . ... . . . . .�. .. . . . ...�:���� . �:��� � �� . . �...� . � �� . ��� . . � vv . ..� .�� �.¢¢�------..__.. . . . .. . . . . :.:: � � � � . : .. . . . -- . . .. .. . .. .. . ... . . . . ' . �. . . . .......:.. . � . .�. . . . . .. �.�.: .� ��: . . .. . . . .. . . .. .... . . . . . ..... . . . �. � . . . . . . � � . . . . . . . . . . . . . . . . . � � . . . . . .�.� . . . . . . . . . . . � �x� .. � � . . . . .r � . : . � . . � � . . . . . . . . . : . : :.:...:... .;,,�„w„� . . . v,.,.�r � � ��� � ' . � �. .�. . � �'�. . � � .� `. .. .. . ' : � : ' . ' ���� ��..�. .. ���� ` '. : .. .,�a„ .�. :.. �. � �'. .'�: . : �� � . � . . .. . . . . . . . . . . ... . . . . . .�. , . .' �: �. . . . . . . . . . ....... ... . . :�,. �. . �, . � . ... . :. . . . . . . . . . � . . � . . . . .��. � . . � �� . . . �. . . . . .y . � . � . . �:. ' . . � �:. �. . : .. . �. : :� . .�. . . . . � . . . . � �.�. . � . . . � � . .. ... . . . .,.. . ... .. ' �.. ..�. ' . . . . . . . . .... .:�... . . . .�€: � x � ... . . .� . . . . . . . . . . . . � . � .��� � .. . .. . ..' _ .. . . . . . .. .. . �' . . .. . :�x �. . . ... . .... . . . .. :�--... '� , ... :. . .. .. .. . . . ... . .�. .�... � . . . . . . �. . . . . .� .�. ..... . : . :� . . . .�k • ¢{$ '�• • . . . . . . . . . . . . � • . .............YY]OGOGOOCC� . . . .. . . . . . . �• ¢,Zx�� •r::::'y:::........ . � � � . • .� . . . . . . . . • . . � �.. � ��.� . . ..... .. .. . . :............... . .... . ... . . . . .. . . . � .. . �.. # ]� . . . .. . �.• . . . . . . : . . . : . . . . : . . . . . . . . . . . . . . . . . . : . . . . . . . . � . . . . . : . . . . . . . . . . . . . . ...•. . . . • . . . :. . � . � . . . ' . . : . . .��. . . . . . . . . . . • .. . :�• • . . . : • ,� • .� .�. . . . . � . . . �� . . . . . . . . . . . y'' . . wy� . . .. . � . . . ' . . . . ]� • . : . . .:. . . ' .�• . . . •� . • . • . . . ' . . . . � . ::. � . . . . . . Q0S�� � . . . . V # . . .. . .. . . •+9IX'. � •. . . . . .•. . .. . . . '.�� • ' . � . . . . . . . . . . . • . �. . . . . . . :� � . T • . ' � . .� . . . . • . . . .�. . . . ..]OOOOCY . . ' . . . i • . '��' .. . • . . : . . . •�. . . . � . . . . �� . �..... . . . . . . .�. �� . . . . . . . . . . . . . � . :: . . . � • . f . . . .•.� .'. . . . . . . . . . . . .. . ]O�C . �. .p* ... . . .. . .. ' . . . . . . . . • • • uiF • . :. .� . � . . . . . ' �' . � � . � . . . • . . �' '�. �. . . . . . � . . . . ����. . � . .� . . . . '. ' . . . .. . � �. . . � �} � � � : � . . . : :�: � � . . � �� � �� : . : �: . �. : . . � � : .�:. . : . . . . :� .��.� � : � . . . : : : . � . . . . . . .. . : .. YY]LY . ... . . .' . . ..i . ••�n�nu . . . . . • . . ' . % . . . ;. . .�� �. .x . . . .. . � .. . : x,� , . .:. . : . . . . . � . � . . . . . �°'� .. . . .. . . . ::��.��. .. � . .:.: � � � . � x�.�� . � .. �.�. ... . x . . . . : . • . . �. . : .� . . � : �� : . .� . . � .�� . :�.. . � . . . '� .�'°�. . . . . . . . , . .� . . .� � . . .� . . : : � .� . . . :.� , �. . . .... .. .. , .. �'"'"� �` : � .. :� � .::� : . . . . . � : : ::. : : . �. : : � ' . .. . � � � �: � . .� �� :� . : �� . �� : . � . . :� . . . .�` .�. . : . . .:.. . . �.. �.....:� . �' '. � � ��� .�'� � : ` �'�'�� : � : . : : . . . . . . . : .:. : . ���� . � . . � :�� . . . . x : . . . . . . , . . `� � . .� �� .� .. .�.. �.� . . � .� � .. .. .�� �`. . ����� .. . �°�: . . . .: . . . � � .,':. �. ��.....x� �,..� . .... . .. � . . . � .. . . . ..... . .. .. . .. . . . . . . . . � . : � � :: . . . . . .� �':� . x . . . . . . . . ��� . . . . . . . .. . . . �:� .. . � . . . � . . .. : �.��c.� .. � . . ��x��.. ... . . . .. .. . . . . . .. .. . . . . . . . --- -- . .. . . �vv . . �. ............ YY%Y' . i '� . . . . . . . . . . . 'n" :YYYY7070C V+M��a . 'P'P'VO'Vw+`4�^^Tf__. . . . . . . . . . : : : •xS• . . � .'yL_j09 ' . . : . . . . . . . . . �ovvvd�r �6c . �j .�,�,. . . . •.. .. . . . . . . . .. . . � . . . . . . . . ... . . .... . . ... . .. . . . .. . • . . }�-�# . . . . � ^4 `. . �. . . . . . . x . �� . . . . .: . . .. . . . . . .: . � � . .. . . . �' : ' ��fic •�: EE . : . . : . . . . . . . . •. . . . . . . . . .�. . .� . . . . . . . . . . �• � . . . . . . . . '����' +��... �. .. � EE . :. . ... . ..: . ... :: . . . . .. . . . . . . . .. . .. . ... . . .. ... • .. ���p�ppppppppp . . �. . ' ' � .�. 5, � . k �. � . . . . . . . � . .� , .1F• . . . . . . •} • •� ���� • ••����; • • . . . . �• . . . . . . . . :. . . . . ... . . .�. .# ' .� . . . . . .' . . � � .. �.��"�. . ........ . .. � ... .. v_rr .. �� . � . ' �' :. � .. . . . . . . +C+C�C . . . . . . . . . . . . . . . . ________YYY . . . . . . � . . . . � . . . .. . �.... �� ' • { . . �. • • �4SC:.. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . x.. . ' . . . � � . J&'�.� . :: .'�. �' #� . � �` . . . . . . . . . • ' �ae. .�' . . �:°°" . . : . . . x. �.�. .� . .� . : ' ��.� �`.. �' . . . . . .'. ��vaaa� '. . . ..:.. • . . ,.� . . � . �� �� . . . �: . . . . �.:. .�. . . . . . . . . .�'� ' . • . :: . ,. •• ....... ,. .. . � '.: .... . . . . . . . . ... ... . . .• :: . . � .��. .�°°`� .�. . . . . . . � . . . � � .��� ���. �� . . �. .�� �. �''� � . . . . . . . . . . . . . . � � . . . . . �. � . � . . �� �� . . . .� . . . . . �. . . . .�. . . . .�.�. �. . . . . . . . . . . . .: . . . . . � . . . :�. .�.�. . ._. � �� ..;�;;�7:� iG9�°�' . � . . . . . . . . .:'°°�°°vo�;�YTM� .. . . . .� � . • . �. . • : • . . • . . . . . • . • .'.� . . . . .� . . . . . . : . . . '__ Y]OGC%� . . . . . . � . . ' . . .�. . . . : . . . . . . . . � � ' .�.$k.' � �.Y7C • +'� . x ' •w�k : �. . . � . . : ��'..�. . . : � . . . . . . . . � . �. . � . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . ��. � �.,�� . . . . : . : .� . . . . . . . . : . . . . . . . . . . . � .. . N4,4.:.. . . � � . . . . . . ..��.:� ... . . ... �� ... . . .. .... . .. � . .. . . � . . .� . � . . : : . . .. .. . . . . . . . . . .������� . � . � � � �� : . ����� ���°����. � ��� � �: . . . . � . . . � � .� . . .��. . � : �.. . � � � . . :x . . : . �: . . � . . �. . . . . . � . :�`� � � . .�. . . : . . . . . . . . . . . . . . . ..: � . . . . . . . . . .� �. . . . . . � . . . . . . . � ............ . . .................... .....� . '�: �� . . . � . . . . . ::' � k � �. . . . � . . . ... . . . . �� �����`�.��.���.. . . . . : . . . . : . . . . . � � . . . . . � � . ' . .� . . . : :.� � .�. .�� :� . . � . . . . . . . .:� .�', . . � ��x . . . � . . . . � . .�: . . . . : �' . . . . . : �.� : . :... .��.... . �.°.' ;'��"�. : � . : . .::. .. .� �.: � .: . : . . . . . . . ... . . . : . .. . . . ..: . :.. . . . . . . . . : : . . � . . . . . . . . � � � . . . . . . . . . . .:'�..:�: :� : . . . . : : � . � . . . . . ]OY_,.% . . . .h...:.} � . . 7C7C .� Y . .�i.�.��.� ' �• . . . . . � . �• . . . .� . . . . . . . . . . . . aac . n�_µ•. .� . : � �. . . . � . . . . . . # . . . . . . . . . . . . . :h �. �. � . . . . �, � . . . � . . . . . . .. . . .. .. .,,. . . . ..... .... ....... ... .. .. . .. ... . . . . . . . , �. ... . � . . ... . . ... . �. .. ..�.. .. . . ..... . ��°�� .. . . . . . . . �. . . . . . . � • . x . . awr.awwo« . . .................. .. . . . �...� . . . . .. .. . . � ... . . . . . .. . .. .... . '.� ' ' � � � .k'. . . . . . . . . . . . . ' :I�RRrF . "______ .YYY707070C . . OOO:W�VO+W�V�W^TM . . . . . . . . . . . . . . . . . . . . . . . . . � . �. • . . . . . . . . . . . . ....... .... ' .. .. . . ��. . . ' . . . ... . . .. . . . . . V. .:: . . . . . .. . . . . .� . .��C. . . .x'�. . . . �.. . . . . . . . . . . . . . �S+�9C . . . . . . . . . . . . ..� • • . . . . . �' . .� . . . . .•. :' • . : . . . . � : . . . . : • ' . . . . . . . . : . . . .'Y. . .'. . � . .. . . . . . •• '�.�� ... x• . • . . •• . ... ....: ... .. .. . .. .. .. ... . .. .. . . . . . .. .. .. . . � . � �: . ... . .. . . . '• ...... ... . � .. . . � .. ..... ... ....... ... . . � .. .� .nr�.. � .. � . . . . . . ... . . . ......� . . . . � .��°�::� .k .. � . .. . .:�:::. ..... . .� . . . .. . . : � .�..� �. :�'�°�� :�:. . . . . . . . . . . . . � � :-- � . . . . . ..�: . . .. .... . . .�xxxx� . .. . �. . . :. . . . . . . . x . vvvvw . . . . . . .� .� � . �: � . �� :. . � :���: . � � . . . . � . .. . . . . . . . . . . . . . . . . . .�. . . ��:: . . . � �. . . � ,� �.:. . : x . . �:. .. . ... . . : . . . �'�� :� �. .��� � . �, . . � � � . . .�. � . � . : .�:� . . .. . . . . .� . � ��� :. . . . . . � � . . . . . . . . . . . .. . . . . . . � .�: . �. .�: . � . .� :� � : � . . �`: ��:: �. � �. :� � � . . � . . . . � . . ����°. . . . . . . . . . . . . . �. . : � . . . � � � � �' � . : . .�.. .� . � : x 'x. .�.: �:. . : . .# . �:� . : .� . : . . : :'�.��' � . . . ���. . . :�� � '� . : . . . : . � : : : . . . . . � . .� �.r. . w . . :, . . . . . : : : ��� .� �'�° . .� �. . �. . . : ��: �� . � . � . : �. : "�:. �.. : � � :�. � .: . : . ... . �. � . . . . . . : � : : �� : � � � : :�� . . . . . . .. .� .� . . � � � .�$.. . . . . . � . �: . �. � . . . . : . . :�:.: ... :� ��.� �:. �° .� . . . . . . . . . . . . . . . . . . ... ..�... ��� . . ... . . . . . . ��. . . . . . . . . . . . . . ��° � . . . . . . . �: . .� . � . . . . . . . . �. �: :� ::�. � . . . . . . . . . . . . . . . . . . . . . . . � : :�� . �. . .� .�� � . � �� . �. ��.� :.:�. � � . . .� . . . . . .� . . . . . . � : � �� �� . . . . � €€ � �� . � ��. . . �� . : .�.�.. � . . : , ;� .� ; . . � �? .� �. . . . . � . . . :: . � :� � . . �. . .:. : . �. :�� � � �� . . . � . � . � . : . � ;. . . . �: : � � � : � :� :� : . :� �: : . : . . . . . . ; . . � � : ...: �. . . �. . . . . . �. : � .� � . � . .. . . � ��°:�� �.:��: . .. . . .. . . ... � ... .. . :. ..�. �.. . ..�.�� . .. . �� . . .. . __.. .� . . . .. . . . . ... �.-iT+� � :... . : . . ' . : . Y.. �• . . . . . . . . . . . . . . . . __.. ..___Y..% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' • .... : . .::. � •. ... X . . ::. . . ']GWWCGWC77. ' • • . . . . . . �. ¢ . �x�y¢ �. . : . . . .� : . .' . .]m0GOG0G0G00. . . . . . . . . . . . . . . . . . . . . . . . . . . . . # . . % .�. . . . . . . . . . . • • �r �r w�vs.vv � Y••V � � . . . . ' : ' . :... .. ACCCCCC�1�'. . ' . . . T' Y . . . .. . . . .} ... . . x . � � � . . . . ��. . � � . : :� � : � . : � . .��: : . .: . . : . :� . :. : . . : : .� . : � .� . : : . : . . . � : �� . : :� . : � . � . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . : : .:. . � . . .. . . ... . . . .. . .. ... . . . � . . . . . ��° � � � � . : . :�: . . : : . : � : . :. : .. . . : : : . . ��� . :������� �� � . . �� � � . .������ :�����::��:�:�..�:� � �. ��. :��:� : . . . . . . . . . . . .. . . . . . . . . . . . . � : . . . � . . : `% . : : : � : . ��. .�..: . . ... ....... . .. � � : .� �:.. : � : � .�.�. .�� :°� : .� �. �°`a"` :�: : � : � .: . . . ��. . . � .�. .��: � ��:x : . ..:k� . � �.:�:� : :. � :`�::��.. : . . ���������.� . .� .������ . . .�� .�:���.� . . . . . : . . . � . . � . . . . . . . . . � . : : � . . : � . . : : .� . . � � ..� . � �� . .. .. � .ra . . . .... .. . . ... ... . . . . .. �.. .. . .�. . . ... ..... . � .... . . . � . ..� .x,� . x. �' � .. : . . • . . • . .� : . . . �. . � . �. �x. . : . .�C . . .. . .} .3 . . . . . . . . . . . . . . �y.��, '_�.%� ::. %. Y . . "�tF. x x . . . . . .vv__________ ______ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�' • .. x . .�'.. A. . �. ���pppGGGCCCGGGLLL � . . F. . . .'. . . . . . . . . . . . . . . � � . v�nYrrr_____________YYYYY]OGOmCWWIX. .+� • . .%�. .. . . �'xv TT_________]GGOGOGGGOGY .]WCGWWCCW� . i .:.% . . . � . . . . . . . . . . . . . . :' �00 � �� . � : . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �• .:� . ..:.:.... .. ..... .. . } .. .. . . . .. . . . .. . . .. ...... Y , . . .. . . . . . .. . . . .. . . -0CCR�. AO�OK • ;FC.' � . .�. . . . . . K ' . . . . . . . . . . . . . . {�X . � : .� . . . . � . . . . . . . . . . .. . .. .�. ��. . . . .. ... . . . . . x�. . x . . . .. . . .. . ..�:.� .: : . :�.:.�.. . . . ���� �� . #. ��`� � : . �:.�x�:�.: . . . . .�� . . . . . . .. . . . . �.:�.� : . ��. . . .��. : � . . � .� :�� . . .������ . �. �.�� �: .� ��� . � . . .�. . � �. . . . . . . . . . . . . . . . . . . . .::: . :�. . . .x : . . . . . .�. � : . . . . �� . . : � . .� : � � �. :.� . � . . . : .. � � . . . : � � . . � � �. . � � . ..��.�. . . � �. � �. . „�: : � . : � �k�° � � . . . . .. .� �� . . < � . . . . . ��€���:� . . �: � .��. .� . . . . . . . . . . . : . . .. . . . : . ��x � . ........ .::.. ... . . . . . . . . .. .. . . . . . . . . .. . . . . .. .. ... .... . .............. . ... . . . . . . . .. . . . .. � . . . . .. . . �. {� . . . .�: �: . �: � � ��'> . �€ : . . .� . . . � . . . . . . .. �����.� .�� . . . '��. . . � �� . ..: . . . � ::�: : � : . .. . . . .x . . . :.:.. � .. . . ..... .. � . � .. ]� .. . .. ..... ... .. .. . . . . . . .' �'. . . . . . SC. . � • Y • • . . . . . . . . . . . . . . . . . . . . . . . . . { : . . : '. . ..: . . . .. . � . ::. . . . xv�. . . . � � :: �� � .� � �,n�ic��x :F •x��v�.k. � . . � . .x.. x. . .xAA.� . . . . � . . . � • . . . .x. . . � . :. .... . , . . • , �.. x i � �: . . . .. . . . .... . �:'#•. ' .�� . �� . . .� .. . . .. . �� . .: . .�' x . � . . . �' . . .�. ' . . . . . . ..€ . .. . . . � .... � .�i • . . . . . . . . . . . . . . � . . � rr___�Y]L100C:. . ]GGWCGGGGGWC ]WWOT�G �T----------YYYYY%�. . . . .� . . . � ..�C �. .:. ' ' . � ']OOOOOOOOOOOC �OGOGOGTR-0GC' �.'�.o-. . . . . . . . . . . . • ••--:• :X]OGGGG707G' 7�' . . . . . . . �. . . . .. . . . .. . . � , xvrr�l . .. ,�'� � .. . . . . .�. .. .. .. . . . . . . . . ....... . ... . . .. '. . . .�i ...�. ' .. . � .. . . . . . . . . . . . . . . . . . � . . ' . . . . . � .. � .. . • • . . . . . .. . . . . . . .. . . � .�� . . . . . . . . . . .�� . . . . . . . . . . . ' . . . ' :� . . . � . . .. ... . .... . . . ... .. . . . . . . ��� . . # . �•� . . .# • � . . . . .. � . .. . . .. . . . . : .. . ���...• • . .��� ��. . . : ' . . . . .. .... .. . . . ... .. . . . . .�x�. �. . . • . • • . . . . . . ..._.. . . ' . . �C' . '%' . . . . . . . . . ... . : . . . : '.' . . : :.:.: . : . : : . : ... : . . . . . . �� � . . . •• ���•. ������1C ..�}. . . . . . � . . � • . . :• % . .�� . . .x . �• . . . . � ' ': : . . . :: .. . .�� .�. �.� '.�. .�. '°°°'� . . . ;� .'�,�. . . . . . :.� . � �: . . � � . . .. . �.� � ' : . . . . . : . . ... . ' . '. : .���. . . . � . . �.��. �� . . . .� .# . . . .. . :. . . � � . . �°°�`.. .:� . . . } . ��`� �. .��. .. . . ... . . � . . . � � � . : . � . . . .. � �� � ��� �.:°� . .. . . ..:.:. . : . . . . . ... . . . . � . � . . . ��� �. .:��Y� : . . . .� . � .:: . . . � : � . .. . . . . . . . . . . . . . �. ��:. . .� . . . �:�. � . . . ._-.h . .. � � . . . � . .. . . . . . �:�:: � : :��# �� ... . . . �� � . . . . ... �. . ... : ... ...��:.:`�.:�� �::�.. . . . . . . ... .: . ��:. �:: �°: . ��::.. . �� � � ��. {..� . . . . . . . � . . . . . . . . . . . . . . . . . . . . �€: �: . . �� . . . � . . �x ��� . ,�,�„ . ,} � :'�. : � . . . . � � � � � . . . x � . . . ... . . . � . �: < � x� . . . :�� �,�::� �x� . � . 00� ��'�:������x : . .�.. . . . . �: .�;� . . . �a � �. . : . . . . . . ��,,�,y. . � . . . . . . . . . . . � . � . . . . . . . �� � �y� . . � � � � :� . ���+J'q��. �.�� xryx{ �` ,��y . . . #: � 'Sj�. . . �C.1ff� . �i . . . : �]� • •Y �'. +�6W . .� ..• %.Y ..�n� . .�.{:I A�A�% 7�IftAC�•{' # � . . . . . ' ]ODC� ]4P .' . . • � Y"% 7C . . ' .�. } ¢� ' .. . . . . . . . . . .� {: . GC. . . �. . . :� . . .f . Y]aE. . . .%Y]� �E�. � h\�. � 7[ . .YY]� . . . �• ... 7 . .' .. . . # . . . . . . .. . . . .Y]O�GGGGGCC. . . . . .�� ' ... q" h� . .... . . .�. . %�. . .. . . . . . � � WC'Y _ . • � : . " Y�%% . .� .rr___ . .:: . ' . . . .�C . ' .... .... . . . ... . . . .. . . . .:: • ]�� . .77�$�77 �]P . �qp��} • ............. �{ -0R4S�____ . Y .. ... . ... .......... ...... . . ' . . . .� . Y S. . � � , . :.. . .:. .: . . .Y ' .. ;K}.. ]Pl�y � . . �. .�.]OmGC.. � ' K � . T� . Y. . . :}.�D % x'�^OC• .�]L1Ck• A77777777Gv: . . . .%YY . . . . . . .]OGOmGOGOGY � . . . . . . . . . . .�.' . . . � . . .x • ++�¢ �}'�Y,� x �.� •.�� � . . •h . . � �GGC � � � %Y.Y ' •"C� • • • • % .. . ]�GYC . . ..... . �ppq][� . . . .� .X . : . ]MR$. h O'::. . � . . . .�• , l $� . ' % . . . .a� o-v. . �• �� ' . . . . . ' . 7`_ _ _ +tr�'n�� � �h . . . .# . .� . .� . . . .��.' �� . . . � . � .� . . . . . . . � . .x��. . � � �� � . � . . . . � �� ��� . � ._� .�� . :� . . . . � .�.� . . � � � . . . .� . ._�.. . . . . � : � . . . . . . . ._Yv .�. : . . .� :aGG4.. . � � . i . • . � . . �C:,,. . . . . . . . x � � w;.�—. .. . ... .. .. ^� x. L°°$�c.. oc • . . .. . .. . �. . . � . .�. �.� � �. .� . �� . : . n . . . . �.�. . . . +� .: . . . .� � � wc�o-. .� � .. � : �.. .x# . . . . . . . . . . � q{� .. :. . . ..• '� . . . • �.+p}y# � . . :� 35cxx . . �Y: � : Y+^'^C' � . � �. �' � � .:. % 4% .`� . •�.. • . • %'.�'.Y'� Y • • dO��C . . .� . . . . . . . . .. .. .. . . . .. .ra� : .k . . . . : . .�.• ' . A]aC ..� � . �. '• . .� . � . . . � .. . : ... . ' .. . 74 . . � : x '. � : .�:. . . . . € . .�. . �. �. .__� . ���: . .. .�: � . . . . . . . . . . . . . . ..¢. . . �. �. . .� € . . . . �. ��. :x � . . ' . . . . . � �:� . . . Y,c . . . . � . ,... .. ...... .. .. . : � . . . . ` � '°°°°�C`� � .� � �`' ..�r� . ' . .'�. . � ���. . .Yy� . . _ . ��� .� .�� .� . . �� . . � � x � . : • '. ' .k : ...�.. . � � .� . . . . x .. ::� .:�C:... .�.'� . � . . . . ... �.r. � } . ."Yh :F_' ._ .�•••• �� .�•.. . . � •�.: .. '� . K' ^P'�P^$ '—''# �. . . . •� . . .�.. . . �� .� � � �� ��� �.rx.r� .�.. � . . . �. . . . .. . : .��' .. ..� . . . . .. . . � � .. . .. . . .. .. `�. . ��&: .� . . . . ' . � .. _ .�...., _ • :.: ... . ..,. . . . � . . .�t .x�x. . �'� . :.:,..�. ..... .. .. . .. . . . . . . ' ..'°°°'� � . , .. " � �¢ �GGc• �' —_:•..� .. � : . . �. ]7��+ 3R : . . . . . i.. ... . . . .. . � . .... ' �..�� � � . .. . .:�. . . . . . . . .. . . . GGC :: . � .�: .'__�' . . ' �:� � . . . .'� ' ; . . . ._ ��P}'�.'���C � x . � ¢ .. � . . . . . . .�Y . ]GOWOC: . Z.} . . .� k '. . y]�]CY. � Y . � . . �]OL. . . � . . . . . . . � ' ' . } x : � �� . �x } • i .%Y . ._7C_ . . TM�777770C:•: : • • • • . . .. .. �C ' . . '��.. �:_ . t: . . '. � . �.... . � . ]0770D .�. �1 . . • .]OGG77G •�. .�k . . . . . . . . . . . . . . . . . . . . � • . . .k � � :� ' . .. . .� . . . ��X � . . . . . Y . . . . {.}. . . . . . . . . . . . . . . . . .� ...� . ' . � . . . . .� . ... ]CYK:.. .QC� : __.... . � ___.. . . . . . . .. . .. . . . . . . . . . . . .. . . . ' { : ' Q�� .. � � X �'}. . ]j . . . . . ACCCCdki. .. ..' . R . . . . . . . . . .��# . � �. .� . . . • �.� �y.� � . . YYY . . . . } •} . . . . . . . % Y :: ... . . . . }; .. { fY%x . .}._' ' . ... . . . � ¢.� #'�.� . �.. i� . . .� •s�• . �.. ��. . � 7 . � x ,��� .. . . � . �. . . . �. . .Y;.� . ._v� . . � . � .'°°�`. . . . . . . � . . � . ' .... .. •' .�...: ��. . • . i;; ]L 5�c � } .%Y ' . �y . . .�` . �'" +�qp� 1 .. . _ .. . ' . .. . � � A� . .� . :]T' . . . :W . : . � . �. .�� GOGOOG� . . .� ' . . . . . . 9�P� . . . �py++��� ](� ,� . . . . . . . ...�]L .: .' . : � ]OGC' • .. ACp`.� :]OOCh . . . . . . . . .. . . . . . .. . . . .. . . . .. . . . .. . .. .. . .. . .. . .. . .. . . . . .�^WpQr...�. . �• . :� ..�..��: • . �.. � .. . .. .. .. ... . .. . . .. . . . . . . .. .. .. .. .. . . ...� •.• �. . ..... .. . . ........................... .. . . . . . . ...... ............ .......... . . . . ...... .. . . . .. .. . .. . .. . .. . . . . . . . ...vY ................................ .... ... .... . . x :::::::::::::::::..................................... . ...................... ..... ......................... ... ...... ... ...... . . .. ...... .......... . . . .... .... ....... �..� �. . .. _� �°`:,. : . . :. ., . . r . . '� � . . .. . �..n . � . :. :. . . . k • ... . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . { . .�. . . �. � . . . . • . . . . .I. . . . . . . . . . .. . . . . . ... • '• . � .. .. . . . ... . .. .... . . ... .. . . . . ... . . . . . . ... . .... . . . .. . . . . .� . . . � I . . • . .: ' . . . . . . . . . . . . . . . : . : . . . �. � . .. �� �� . . . . � . . �. �.��� �. . � .� � : : °�T :�:�: : . ���F���: . . . . : . . ������ . :��� . . �. .�. . � . . . . . . � . . .. .�.� . �. . . :� . �.�. � . � � . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . � . . . . ., .... . � . .. � �.. .� �..�... .. .. . ... .... ..... . �����:��. �.� ��. �: . ��: ��. .���:��� ��� �.� �� ��.. . .���:� .. ....... �:���� ���� ������� ����. . . ........ . . ... . . . .. .. .. . . ....... .......... . ...�..� ...... . ... . ..... .. .... .. .. . . . . . .... ... . ... ..... . .. . � � : :�. � . . �: � . . : . 4. . :. . . � . � : . . ... :. � : :� . �� . �:. �� �� ��� �: .��� �� ��� � . : .:� � � .�: . .� : : . . . .A . .�. . .:���������.. . .�.�:��� ������� ���:���:.�:���:� .���� ��� �.��.� �: '� . � �t� . . . . . . . .. . . . � • . '.. . •• . . �� • � • ��•. . . '. .' . .' .. . . . ' . . . . . ... . '� . . . . ... .. F . .. . . . .. . . . .. .. .. . . .... . .. .. . . .. . ... .. . .. ... . � �� � ��:�� �����:��:��:� � .;. � .� : ��:�� �:. .� .������ ..����������� ��� �� �:�� �:���� ��� ���� �.�. �.��. .�. ��� � ���. . �.� � � ��� :���� � ::���: . . .:: �. �.��: . . .. . . . . .. . . .. � . .. .. . . . .. .. .� .:� ... . .. .�. .. . .. . • r . �: �:��������.��� �. . .� �:��������.��� ��� �.�:�:�:�����:��� :::�:��.������: � :���::�:. . � . . ... . .. . . ... .. . .. .. .. ..... .. . . . . . ... . .. . .. . . . . .. .. . . �. �.. � . . � � .. �. . . . . . . . . .. . . ... . . ... . .. . . . . . .. . . .. . . ...... . . . . . . . . . . .. . . ..... . . . . . : . � .. �. .. . .:. .. . . : � . . . � �. .. . . . . . � � . . . : . .. . . : . . . . . . _. . . � . : � . .���. � . .. .. � . � : � . � . . �._�� . . . � � . . F. { ' : . . . . . .. . . . • • • i�v . . . * . . . : : y .: �. . . . . . . .. . . f .. .. .. . . .. . .. . . . .. . .. . ..... ..' . .... . . . . . . . . . .. . . � . . . . . . . . . " .. . . .. . . . . . .� . . .. . . ' '� ' . . . . . ... . . . . . . . . . . . . . . . . . . . . . . .. ^� .� . . ' . . . .: .� ::. :.:� �� .�� : �. . .�. ::. :� �.�:..:.� :��: . .:���� . . . . . � .° ��: �� : ���. : :�� . � :� � �. .�.'��� � � . ��' .�� ������ ��.�: :� . .� . ��.�:�:�� . . � = �: � 4 �. : �� ����.. :�. . :�.���.��� � . .: . . .. .. . .. .. ... . ..#.: . .... .... .. . .... . . ....... . . . .:�. . .. .. ..... .� . ....... : . ... . . . ..... . . . . . . ... . .. ..#..... � .. . . . ... .. ......... . . . ...... . . . . .. . . . . .. .... . ... . .. . ... . �������. : : ��������� .� :� �� . .�: ���� . . �� : ���� �� �:������:��� �.���� :�: . :: � .��� �� � �:�. ����: : � �.� ��������� �� �� .� � .� �� . ��� ��. � � . . . . . . .. ... . . . . .. ... . . ... . .{ .... . ..... . . . . ..... . .. ... . . . . ... ..... . . . . .... . . . . :.�. . . � : . . . . . . . . ........ . . . .... . . . .... . . . ...... .... ..... � � . . ��. . �. ...� . � . ....... . .. ..... .. ...� . � . .. . . �. � : . ..� . � . � . . . ... . :� . ... . � . . .. .. . . . . . . . . .. .. .�. . . .... . . . .. . . .. .. . . .:�. . �. . � ...� . . . �:. . . . . . �.._ . . . . � .. �.;. . .. � � � . . : .�.. . .� � . . . : . : . .. . . . . .��. . .. . .. �.� :. : : � � . . � .� . ..... .... . . . � . . . .. . . . } .. � .. . . .. .. . . ..... . . ... ... ... ... .:. . . . :� .: . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .� �������:�.����.�. . � . � : .: �����. �� :.: �� ����..�. .. � .����� �.��.� � �::� ::��:���� �����.�. � : ����:�����: ��:. . � ����.:..�������� :� � � �����. ����.�:��:� � . . � . t. � .. . • F . . . . . . . . . .. .. ... . . . . . . . . . . .. . . ... . .... . . . . . . . . . . . . . . . . . ' � . . ' . . ' ' . ' . . . . . . . . . . . . . . . . ' . . ' � . . .'. . . . ... . . : . . . . . � + . . . . . . . . . .. . . . . f'}��}� �+� .. . . . . . :. . .. ... .. . . . ... . . . . . . . . .��' . •. �IF�� � � � ���� 74 �d ' . .�•�.. ... �� T.• �' �'� . '��7 ��'ii. ... � ':�� ��.�• . � . •. �. ���• �1... . . ' � .... . . � . ..a • . T } ./� . . . .. . ' . ... . .. .. :..;�:;��+���� ���.: ���:���:� ��� � .������ ..: ����.���z� � � �����;�:��:�:� �:�� ��:����:���.��� �: ����.���:�:� � �:�������: � . . ... . .. . . ... .. ... .. . . ........ . ......... . . . ...::� .�.. : �. .� � . . .. .. . . ... .. . � . �. . . � �. . . �. �. .. . . . .. . . . . .. . ..��: �. :. � :� : �.. � �� ����: �����:���:. � �: � � .: ���. � �:�.:: :: �. :. : :����:�������:�:� �� � :� ����: ���:�:_��:�� ��� .� ���.. ����� �� ���:���� �����:�� � ����� � � . . .... . . . ... ........... ...... . . .. :... .. .. ..... . ..� �.# �. �� ". .. . �� . � . . . . . . ; . .. .... . . . . . . . � . . � . . . . � . .: . � A ; � . . . . . . � . . . . .. � �����:�: . ��:��: ���. �� � � ���.��..:���.�.�:���.:: � ����:���.��� ���::����:���:����:. ���:����:��� �:����� �:����: ��:�:������ ��:�:.. ��.���: : ... .. . � .... � . . .. . . . .. �. . . .. . . �.�. . . . . . .. .. . . � . � � � ��:������ �� �: � � �. ��� ��: � � ��� ��:�:���� � �� ��� �����:��� . ��. � ��� ��:�.:�.�����.�� . � . . . . . ..... .. .. . . . ... . . ..... . .. . .. .. . ... • . . . n . . . . . : . . . . . . .. �. . . . . . . . . . . y � . . . . FT. . . . ... . .. .' .�. • .• ' . . . . �� . . .� . .Y. . . . . .'. • .' . . . . . . .. . .. . ����� . ��m:.���.���:�:�����:..���::�.����.�������������:��.��:��� ��:�.:.������� �:��:�:� �. ��� �� �..� �.:��������� ���.���� ���������� ����f.��:������������� ��:�. .. .�.. �. � .� .. . .... � . .. . ... .. � . .....#...... ... ..... ........ ........ . .:. .. .... . . �:�. .���. � :� �����_ . . � ���:�������:���.�����: ������������� ����. .�.��.��� �� :�� �� . � � � ��:�:� � �� : � � : .�. .�: �: .� :� ���� � � . . : .�. �:. �:: : : .. �. .: ��� �� � : �. .� . . . ... :.� :: : : .. ..� : �:. .� ... . . . . . � : {�. . � :.: . . . �.. � _ .� . � . . . . . . . . . . . . . .. . . . . ... . . . .. . . . . . . . �.� . . � . ��. . . . : �:.� ��� �.� ��' � . �����.�.�����. � .� ��.� ��� � . . . ��.. �. � : ... . .. . .. .. . . � � .�. .. .. �. � � . . � .. . ..� . . . } .� � �. ... .. . . �. . ... N .. . . ;. . .�. . . : � .. . � : .�: �� : : � � .. . : . :� ... �. : . � � :� ��.� ���: � ���� �: : ����:��: . :� . .��: � � ����:: ��r-. ����� �:�: .��� ��� � �� . �����.�� ���� ����:���.� . � �� � ��.����. � ��� �: ��.��,�� �:��������- � :�.� �: .. � ��� �.��. . .. . . � . . . : . . :: ��� �� . . ��: � � . : �.� . . :. :. � �� �� � �� � �: .. .�. .� . � .�. � ..� �. .� .�.. ..�. � . . ��.. �. .. . . . . .. �.�.�..�.. .....�..:.� .... � . . . . . . �. .� . � • �... • . .•.•.� �.•. . .•.• . � . . . . .T . . . .. � � . �. . . . :. . . .. . . .. .• � . . � . . . . . . . . . .. . . . .. . . . .. t. .. . M i r .O ' �. '. � . •Y . . . �C . - . . . �:�����: ��.�� ��: ..�� ..: .:���.: . .�. �� � � . :� � � .r����:����.�:��� ����:� : �������:��. � � �� � ����:�� ���:�: �.�:�����.. . �� : .���:�:�:�. :�:�.�� � �.� : ���.�����.� � . ��� � � � � ���:� .. ... . .� ... ... . .. . . .. . .. .. . _. .. . . . . ... ... ..... . . . . . ... . . .. . . . . . . : .: .. �.� ��:��. :.. . . :.� ��:�� :� �.�.�� . �..��� . ���� �� :. ��. .���.: :� : : ������� .�.�� . � �. . . . . . . �. . . . .:. ....... . .. ... . .. � ......:. . . ... . .. .. . . . . . . . .� .��, . . . . . . . � .. � .. . .. � . .�. � � . . .. . . . � * � . .. . . . . � . � . .� � . . . . . .. . . . . .� � . . .� . . . � �.. . . � . �: r �_�.__ . . ...� . � . .. . .. . . . .. . • . _• ��:�.��� ���:��.: � S.. ' . . . � . :� �� : . ��. �� � .� . .: -_-___ — .. . �� : . ... . �... .� . t... �4•• y . . .Mi .�. ' • : . . . � . . . . . . .� . . . . . .. n � . . . . .... .�. . . �������� � . . .. _ . . .. . . . . . � . .� . �. .� . ..�� �� .. ... ... ... . . . ... . .. . . ..:� � . �.� . � � . . .. . . __________ �: : .� . ��. . . � . . . . . . . � �: � � :�� � . : . ... �.. x : �.� :.. . � . . . �: . �`��: . ... . � �� �.� : � � . .� .� . . . . .� �. . � � .��� � � . . �. �� ........ � .. . ..: . .: . :: � . . � �� � . � ::. . . . T..t ���������� . *::r:�isc�r: ' g .. .. . .. . . . . .. . .. . . . . . .. . : : . . . . .. . . �� �S� �• �� �r� �.�� �� ����. .��.� �.#� . . . �� �. � � �Y"1x�.�� � . �; � +# ' '� ' ¢. .. �� � �: .. ...�a����:.� .... - i . . . . . . . . . . . .�. .'. . ' '.' '. . . . . .'.'. : : � . . : . :� . . . . . . . . � : . . . . . . . . : . : . .. . . . . . . . •. . ... . .. • . . .: ... . . . .. . . . � �: � ��� . ��: :: . . . ���� � .���� .. � ��. .�. ���� �: � . . .�� .� ��. .���. :�. . .�'��.� : .���:: �:�� �� �:. :. :.�.� � . � . : . .�� : ��: : . �. . ..: .... � ��. . . . : � � � ..: . � . .. . .... . . � � .. .� . . . .. . . � .. . . ... . . . . . . . . . .' . . . . . . . . .� � . . .R ..: .' . . . . . . .. . '.'. . ��:� �.� . . : . .�..: . � . . � �.`. . . . .. . .��� . . { �.� .. � . . ��..... . . . . . ........ . .� . �:�:�.�_ :. . . . ������ ����� � . . ... . ... .... . ... . . .. ....... ... . . . . ��:�' �� :��.���� ... .. ............. .... . �� � :��.��:�:. ��}. ����: . .... .... . . .. . . . . ����'�����. ������ ���� . ��� . . .. :. . ..�.. ...... �.���� � �� .. . .. . .'... .. . . . . . . . .'. . . ' , . . �•��:.�'�. . . �: ....�� : �� .�. .�:. .. . .. . �.����� . . . . . . .. .�...� : . . . : � :� :� ��:�. : .� . ... :� .:.. . � � � . � - . � . .. . .. ...... . .. .�. . . .. . . � . � .. ... .�:. �.� .. . ..�. . . .. .. . . .. . . .. .. .. .. . .. .. . . . .. .. .. � ... ..... . . . . .. . ... . . .. . . � . .. . . . . . .. . . . . .. :,� � .�. . .... . . ... ... ...... ...... ......... .. .. .. . .... . ...-��,T� .. ... . . . .. . .���. �� ����� ������..����. ������ .... .. ........ ... . ... . . . ����.����`�.�� � . ��� ��.�. : �� �.���.�. G . . � �.�.����� �--: �."��� . ��: � * ; r r � � � � �� � � �� � � ���������� ���������� �:�� ��I ��� � ���r�itt�r: �1�EIV� El��tr�r���l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��, � � . � f�l�r� L�ui�� �li�h�l��r� ������ �� ���I���������IT� ����`�: ��' ��1.� ��� � �1�4����L,F ������� ��� ��� ������ �l� ������ �►I�1� �I� ��.� �F T�� ��������� � �����Ti��f �1��� ���� I�I�T�L� �I ��T ������ IT �� ����� ��� i�E���� ��I T� � �"��L�� �������� ��� � �����1� �������'� ���i��� �F� ���F� ���1����� ������� �I����I�. �F� ������� ��. '���� �� ��r��� ����� ������ ����� ����� ���������� � �����I � '� �1 ��� ��� �� ���� ��� ������ ����I�`1� ��]���1� ��i� ������ ����r��� '� ��� T���� ����� ����� ��� ����� - ��A�� �� �E�� ��� �� � � ��# �l�l �� ��� � + � � � F��: ���.�� ���� �L� �f�1� �� �'�i�.�� ������i�� ��� �� ���� �� �� � �������� ������� ����� ������� � ���� � ■ ��•��� ��� ����� �� � ������� �������� � � �� ���� ��� � �� �������� ��� ���� � ����� ���������� ������ � ��� �M ���� ������ �� �� �����} ������ ������� �� ����� ������ t ���� �� ���� ����� u ������� � ��� �� �� ������� ������� �� � ������� F ��� ���� ������ ���� ������ ������ ������ �� ��� �� �����C�������; �`�� ��IN�� ��� �.��� �r�� ����� ���� �rrr� �r�����1� ��r��������i��� ��� r������ �r�� ��.�'i�i���� �� ����� r� ���r��� �����r��l���� ���I�f��� �F�����T�� ����� r� ��� ��r�i�u����� ��������� �r� �1�� ����I���1 ����l�it� ����� ���I �� ��� � . ��r�t��, ��� ��� ����i�����i�r� ��i� �� ���.r���o�, ���� ��r��� ����t� ����ir� �r�� ��n��� �r��� + ���r����, � �� ��������r� � r�� ���i�r-r� � ��� �r �� � r�� �� ����� i�� ��� �� �n� ��r���� ����� ��� 0 T�rr'rp��� �� �tr ��ii �� ����e�� ���, ����1�1 Q �� �' �� 0 n �� ����� � { . � r � 1 � � ����� ��� �������� ������ ����� L�� �� ������ ������� ������ �� ����F�� �� ���� �� ���� ���i��� ����1 �� � � ��� � ����1��� � � ���� �� � � � � � � � � r� �� r ��� ����� ���� ������� �� �� i� ��rr���r ��r��� � r�� ���1�r����l ���� � �r�t�� �.I I �� ��r� i���� �1�� ������ ��r t1�� �r� ���� �� ��r��������r�� �.� ������� ��� � �� ��� ��������� �� ��r� ��r�.r� ��r������� r� ���� r���,� ����� ��� ������� � � ���� ���� i r���'��� ��� �� ���� ���� � � �� ��rr��t� ����� i� ����r��r���� ���r� �������i�r� �� � � �������, ��.� �i���� ���rt�� �it�i� ��� � ���r���� ������ �� �1�� ��� �� F-���� ��� ����� ����ri��� ������r-r� I������� �������� �i�f�� �ll �r-�� ��� � ���, ��� r���1��� ��� ����r������� ��� r��� i� � r���� �����r�� �� � ��� �������� �r�� � �������� ���������� ��� ������ ����.� �� �������� �� ����������� ��� �������� �� ���r����� � ��.r��� � ������ �� r-�� ��� r������� � �� �i� �r�ir�� �������� � �r�� �������� �� ����� �� � �� ������� �Il �r�� ��r������, ��i� �������� ���� �r�n��� M�� �������r� ��� �����r��� ���i��� � � � � � R F 5 � # • ��� ��.���� ��������� I������ �l��r�i.�� �� �� �l�i�r ��� ��r��� �� ��� ��� ��r����. � T� i � � �� � � �� � � � � ��� �t�� �� � ���i ��� ��r� .�t�� ��� � ���� �� ���� � ��� �� ������ � � � ��ri ir���, �� ��i.i�� #� �tt��� �i�� �r� ��t�t� �� � a ����� ���t�� 1��� �� ���r��� �`���i ���� � i ��ui� r � � ����� ��� �������� ������� ��� ������� ���������� ����� �� ��� ��������� ����� , � � s L T�rt��� ��n��r���� ��� I���. ��� ���� � � �� �� �� ��� ������� � ������ . �� ���� � 0 �� ����� � � : � � . � , i w 4 ���i���: ���� � � � � � � � P � * � � � ti � . � { : 0 ��� �� ��� � �� ���� ���� �� � �� �� ��� ������ : �i�� �1 �� ���� ������� ��������� ��� ���� ��� ���� ���� ��� ���� �� ������� ������ � � �������� �� �� ���� ��� L������ �� l ������ � �� � ��F���� �, � r�� � ��� � � �, ����� � � � � � ���� �1l1� � L� ��� - ������� �� ���1� ���� �1'� �� � � ��� �� ��� � C�M� �r�ir����� �1�. ��� �1-��-���� I�� �i�� �� � i r�� � tl ���������� ��� e ���� � �� ���� �� � �� �� �� �� �� ������ �.�� �1�� ������i��� �����r���� � ��t�� ������ �r� ��� ��� ��� ���#� �� T����, �� t��� ��� ���������� �������� ����� ��������� ���� �� �� �� � ��� ��r�� ������ ����� ���� �� � ���������i t� ��� f�����i�� i.���� ��r�� � �� � � ��r���l����� �� �� ���� ��� ���� ��� �h� ��# �� ����� ��F�� � I��� �n� t� �� � ��k�� �������� ��� ��r� � �� �� � ��t �� ��i � � � � ��� ��I������ f �r t�� �� ������ �r�� �r��i����#i� r� ������� ������� ����r��� �t����* � , ����`����� �� � �� t� � �I��� �� ��� �� ��� � �� � ��� �� ���� �� �I� T � ' ��� �� . i � � �� f �� �raq w���r����na���,�a�u�uu�r��� � � � � � ���� �� 1����� �� � � � � �l���� �� # �����#��� � � �+�I� ���m �� ��r� �x�i�� � � �� ��r��� � �, �'�� � ���M���I 4NlI�I �I��u�MI�H�RI�Iq-I�Il�l�ll��l�q�fll� 1�1�11�1� ������ � �� ������ ������ ��. ��������� ��t��� ������ i�r �r�� ��� �f�� ����� �� ����� ������� � � 0 � 0 �� ����� � � ��� ��� �� ����� � + . � � � �I �1� � � �� E I� � �I�I' 0 ����� �� 3��� ����� �� ����� ����I�� ��� ��i� �r����i ��� ���t��ri� � ��t� I���I�� i � �r�� ��� �1�� ����� �� T���� � �t � � �� ���� ��� �����r���M� �������� I������� �f����l�� �r��� �� r�� �� �� t�� ���� ����� � � ��.��� n�r�� �� ���������� t� ��� ��r� ��� ����r�r��n�, �� ��E������� �� �� r�� ���t ��� ���� � � � ��� �i�� ��� �� F����L�� �������� ��� ���� h���� �������1 ��� ���� �� ��� �� �� ��i� F�����1�� ��I�[���l�� ��� ��� r��r ���� �r�� ��r���������r� ������n �� r����� � r�� �r� ��� � � � �� ���i�� �r�r�i.r� ���t��. �st�_ � r � M � ����� * � �� ���� ��IIIM�1111�p11�A IIIIlM I NI1,�111��11M�IIMII��I��M� a��� �I� - � ����l�i� � � �� � ` � R � � ����� �� � � ��� � �� � �� � = �� ��F �� ���F�� I ��� ��� �� �� �� � �� ������ � �� � { �1�1�►I�I�i�1�a���I�,��ME1�1i��r�����r.:.����,,�•.,,...-�..��u���i� ��� �� � ���l.i� i� �����r ��� ����� �� ����� � ��������� ����� � � � �� � ����IT� � F ��1���11' �� � � 0 �� ��� ����F�� � � � tJ�� u����r�i�r��� �����rit�, � ��, � �� �� ��� � �1�� � �����1 � � � � s ��� J _ , � � �� �� �� � � ��� ��� L�� ����� �� ���� � f � � �� �� � � ��� �� �� � �� �� � � �� � �� � � �� �� ��� ���� ������ ����� ���� ?� �������� �� ��� ��������� ����������� ��� �������� �� � �� rr�� �� �t #l�� ���� ��� ��� �� �� t�� � ��� �f ��r� ��r�l� ��� ���� ����r� ��� ����i ��� ��rr�� �� �� ��� �� ��� � �� �� � �� �� �� ��� �� � � � ����� ��� �� �� ��� ����� ��� ��� � ������ � � � r� � �r� ��� �������� ���r�� r� ������� � . � � M��h� � � ��F� �[� F��h� f� ��l � � ��� �F � ��I � � ��r i � �� �f � r� . L J � �� . ��� #'��� ���� � � ��� ���� �� �� �� � � ��� ������� � ��� � ��� � � ���� �� �� �� ��11'�"���0� � E ��� r � � ��� 1 �� �� ���� �� � ������� ���� ��� �� �� � ���� �� ���� �� ���� �� ������ ���� I � I k � � �� ������� �� ����� �� �� �� 0 0 �� � � �� � � .. . ... . . . . .... � ��� .�. � � : : � : . . �� :� . . � ..�� : : � � � . ........ ... . .. .. . .. .................. .. : . . .. .. . .. . .. . ... ... .. . . .. ... . . . .: . . ... . . . . ... �. . � . . ... ... .:: ... :. :::::.. ::..:.. ....:.: ...: .� .. ...: . :..... :� . . . ... . ... . ... .. ... .. .. : .. . �.... �:.... ... .... .. ...... . . ��: ::.:�.:�.:..::. ���� : : .. . . . �:: :.::: .��� :: . .: . ::.....: � . :: : :.:: �.:....�:..: � . ..:���:::. . . .. . ...... . .. .. ... . . . .. . .. . . . . ... . . ... : . :... : . ......: .... .. .... :.. ...:. . . . ... . ..... . ....: . . : ..: . . .. .. ..... . . . . . ... .: ... .�.:� � ��� �� .�����. .�: ... � . .�� �. ��:.: . ::... .... . .. . .. . .. ... . . . : .. ... :. ... . .... . . . .... .... �: : :. . . .. . . . :... . ... ..... . . .... �� ..�:. � . .... .: .. .. .�:� � .���:�:: ���:.. . .. . .... . . . .. . . .. .... .... ........ .. .. ...... . .......... ... . . .....:.. . . .. . .. . ..... .....:.. .. ... . . .. . ..: . . . .... . . .. . ...... �. .:� ..: .�. .� ....:... .. ............. ... �� � � �� � � ... . .... . ... .. ..... .. : .... : .......�: �� �� .. :.: . � �: .��� : .� :� � � � ���� � . �� : � .. . ��� .: . . . . . �� . �� : :�� � .��.: �� : .�. � � : �� �� ����� :. : � �� � �� : . � .���. �� � � .�. � � � ��:: .. .. ...... . ...... :........: . . .:.:...: ...::.:�..:.:.:.. .. . . . .. . .. . ....... ..: : :.. . . ... ... .. . . .. ... . ... . � . ... . ... �.. ... . � � ����� � � � . . ��� : : . .. ...... .:... ...:. . . . . .... . . . �....... . .:.:..:. :. ...:.��.: �.:.. : :. .. ......... :: . . . ... .. .. . .. . . . : .... . ..::. ... . . .. . ... ... .� ... . .... .. ... .. ... ........ ... .. .. . ........... .. ... ..... ; . Y �C •�.�'���� • . . .� � • � � � � �. � • .�� • •�� � ��'�� .'�: ��•�:���� � �� •� �� �. . ' � � • �� �'� � � � �� . � . � � •• � ..� ... . . '. t. . • : • '• • .44.��•�� ���. +C � • . � . . . . . . .. . . . . . . . . . . . . . . . . . � � � � � . % . � ... .' '� . ' . . . . . . .�. . . . . . � . . . . . . . � . . ' : ' . .. . . . . ��• �. • � � � . .�� ��. • • . . • .� • .� � . . .� ���� ��• •• • ����. ��. . . . . . • . •.��� • . . . . . . .� • . • �•� . •� . .�. • • . . �� . . . . �• • . ' . �: � . � �:� �. . . . ��� � .� • . �.� . . .. . .. :::. . . . . . . .. ... . . . ' . . . . . �.. . . . . AC . . . . : . . . : . . . . . . . . . � . . . . . . . . .. . . . . . . ... . . • . � . �..� • ,�•,�*, , •�• �������. . . .. . : . .�' � .. ��• • • • • • • . • � . . � • • . . . . . . • : . r. : . • • . . � . � . . : . . . : . . . � . . . . . . . . . . . . . . . . . . . . � • . . . • • . . . . ' . . . . . . . . . � . . . . . . . � . . �C . . . . . . . � � . . . . . . . . . . . .. ... . . .. . . :. x . . . {�. . . . . . . . . . . . . . . . . . . . : . . . . . . . . . .. ... • ' . .�. ... . . ' . . . . : . � � . �. . . . . . . . . . . . . . . . � . . . .. . . . . . . . . . . . . '. . . . . . . . . . x . � . . n.. .y . . . . ,� � . . . . . .. . . . . .. .. . . . . . . ... .. . . ...: .. :. . . ... .... " . . . .: . .. . .. • .: . . . ... . y: ' ..: ' x ' x• � . . .... . . . ... . :: ' : " ..:. ... . . . . ....... .. ......... . .. � :�. � .� ������: ��� . � � � � � �:���� � ��� . ��. � : � : . �� .�� � : . � � .� :�. ���� . � . . : . . � � .::�.� . � . .� � ��. : � � : . : . .. .��� : � : �: . . � . � : � : � :� � .�.. : : : � : �. . . . . .. . : : . . . .. . . . . . . . . � . : . . . . . . . . . . . : . . .�� � . . : � �: . . .. � ��� . . �. :... . � ... . . .... : . . . . . . . .. . ��:� .� . �� . � . � :�: �� . � : � :� � . �. �� . �� �������� � ��� � �� ��� �� � . : � . .: . � �. . � : . . : . #. . . .�. : . . : . . . . .. : :: : {. . . . �.. .t ..% . .Y . . +Y. . AC . L.]� Y . . ; . . . . . : � � . :. . . .: .:.. ..:'..:"..:. . . . . .. . . . . . . . .. . . . : . . . . . . . ' : : ' :. . ... : . ." . . .. .. : . . . ' . . . .. . ... . . . . . . . .. . . . ... . .. : .... .. :... : .: . : . : .. . .. ... .. .. . . . .Y . : . . . . . . . . . . . ' ' . . . . . �LC . . . . . . . . . . : . :: •. .. • • . :.•. •. • : . . . . .. .. . .... • . . . . . . . ' • �� � � � � � i . �. . �' . .. ° . . �. . :dtlBtl[. � .. . . . . : . . . .. . . .. . : . . . . . . . . . . . : . : . . . . : . .. . : ' . . 3E . . . . . . ' . ' . . .. .�.... . . .: .• . . ..... . ...�:. .. .. ... . . ... . . ... . . . .. . . . . . . .. ... . . . ... :..... .• •, . . • . . . . . . . . . . . . . . . .: . . . . . . . . . . . . . . . . . . , : ' ' 3c :tF'. . : . . , . . . . E � . . . . . ' .'. . . . . . . . . . . . . . . . . . . . .... ..: . . . . .. . • :.: . .. . . . . ' . . . ' • ' ' • .' . . .' . '. '. . . . : . . . . . � . . . �: : . �. . . :� . : . . .' . . . . . � . . �'. . . ' . . '. . ' . . . . . . . . . . �. '. . . . . ' . . . . . : . . . . . : . .. . . .. • .�. . .. . . .+�: i . . . . .. .. ... . . . . .. . . .�.. . . . .. .. . . .. .. . . . . . . .. . . . . . . . . . : . ...... . . . . . . . . . . .... ..:. :.. •• . .. . . . .. . . ' . .. . .. .. ' . . . .... . : ... . : .. .. . • .. • . ... ... . :. .. : . .. : . ... . . . . . .. . ..... ..... . . . . . . • : . . . . • .. • ... . : .• .• . . • : . . . . . . . . . . . . . �. . . . . . ... . . . . . ... . . . . . . . . ... ..:. . .. . ..:::::• • .• . . .. .. .. . .. . ��.�.�.. .� .. .: . � � .� x . .. . , . .. • .. : . . . . .. . . . . . . . . .. . . . . . . . . . . . . ' ' E . . ' : . .: . . . . r1qpoc . : ; E . . . . . .. . '.x: '. : ' ' . ' i& . � �E� '# 'k' . ' ' �� ' '4E . . . . .x . . . • . . . . f.• . . ' . '. • ' . . . ' . . . ' . . . . . . . . . . . . . . . . . . . . . . ' . . � .. . . . . . . • . • . • . . .. • . . . • �'� ��. ' .� �' ' ��'��• ' .� . .�. . . . .�•� � . . . . �• ' • ' . . � . . . .. . . :. . . . . . . . . : . . . .. .: . : : . . •. : . . . .. . . ' . .. .. . .. .. ... . . . . . . . . .. . . . . .. .. . . . . . .'. . . � .. ... .. . . .. .. . . • x• .. ... ' . . . . . . . . . . : . . . . :.: • ...: . . . : . . , • : ' . ' . : . . : . : . : . . . . . ������ �.� � '. . . . �c�.�E. . �. . � .� ��� �� . . . �� �.�.� t:�� .��.��icE# .��E �' . . . �. �.��� '�!. . � �� �� � � � ' . . . .� �• . . . . �.� . . . . �� . .���.� . . : �:�.�i�E. �• . � Jc � . . . . .. . . .. .. .. .. . .. . . . . .. . .. . .... . . . .... . . .. w ..: :: • : :... :§f • : •• ....{: ... � . . . . ���� ���� ��� � . :. . . . . .. ... . . .. . . � ' . . . .. . . . . . : . : . ' . . . :... . ° . . •' , °. .. ... ... . . • ... : :. .. . . • .. . . : :. . . . .• : '. . . • �: : . . . . . ' ' : . . •. . . : . .. . • . . . : . . : .. . �. . .. . . . . . .� • . : • . . . .. .. . .. .. . . .. .. . . . .. �oomc�i �' '.. . �. . . �#: . � . ...: . . .. ...:..:.:. :... . .. . . ... .. . . .. .. . . . ... . . . .. .. # . .. .. • . .... . .. .. . .. . . . . . .. . . . . .: . ... ... . . .�: • . .. . . .. ... . . . . . . . . • • ... : . • . . . .. : .: '.. :� �. :. . . :. . . . : . .. . . :. . • . . . . � .. .. � . . . .. . ... . .... .. . . . . � � �• �• . . . . . . .. . . . .. . . �... ' : : . . . . : .� : .. .. . . . . . : . . � :. . .� . .• . . • • . . � :.. .� : . . �. .. . . .. ..• . . .. .. . . . . . ... � ��... .. . •..::.. ... ���'� �:� ' '����'���'.' � . � . �'x' .�� . . . . . . . .. .. . .. . #.. . . �. . . .. .. • � : . : . . . . • . . : . , : . � �. . .� �.�. . .�' ' . . .'�c'�c�. . . . .. .. . ... .. . . .. ... . :. .: .. . . .:.: •:. : .. . : . . .. : . . . . .. .. ..... . .. . . �z . • .. . . . .. . . . . . . �. ��. � �� � .� . ������ �� . . . . . . . . . . . �� �:� � ���.� . � �� .� . . . . �� . . '��� � �� �: . � . . .�. . . . . . :�.�•�.��. . . .� � . . . . : . . . . . . . ..• .::.. . . . .. . . .. • . . . . . . ....... . ... . . .. . .. . . . . : . . .�. . .��. • . �•� �. . �.�.�� ' . . . .•� . . . , .• . . k. . . . . . :. : � . � � . . . : . • . . . . . . . • • .�. . . . . . . . . . .:. . .. . . .... . .. . . . . . .. ... . . . .. .. . . . . . . . . • . .. . . . ...�: . . . .� � ..... :. . . . . . . . . . .. . . . . . • : : : . . . . : . . . . .. . . :. . : . . . . . .. : . . . . :. .. . . . . . . . . . . . . . . . . : . : : : . .... . . . . . . .. .. .. . . . . ... .. ... .. . . . .�. . • ... . . �. ... . .. .. .. ... . . . :.�:. . .: .... . . ... .. .. �� � � �• � �E ���: ��ic���. . .�.��ic��. �. � ���. � �.� � '��. ��� .v ��.• ���� �� � � . . : .��� �� . . . �.� . . � . : • . �.�. . . •: � . . .. • ��: .�.� �. . . . . � . . . ... . . . � . : .. . .. . ..: .: . . . . . . . . . . . : . . . . . . . .. . . . . . � . � � � : . • �. � • � ��omc: . . . . : . : . . .. : : • . • . : .. . : . . . . . . �. . � . . . � . .. ' . . .. . :�: �. : . . .� : • . .�. . � ..� . .. .. . . . . . . .. ... ... ... . . .. .. ... . . . .. . . . . .. ' . . . � � . : . . � . . . . •• . . ... . . . � . • : : : • . • • � . . . . . • • : • • � • : . • . � . +dBtlSc : . 3dBtlE: . . . . . . . .. . . . . . . .. . .. . .. . . .. . . .. . . . ... . . . . . .. ... . . .. . . . . .. . .. . . . . . . . . . . . . .. . . . ... . . . . . . . .. .. . . .. . . . . . . . . ., .,. .:::. . .. . . .. . , ., . . . . ' . . ' Y . . . . . ' . . . .� • . ��� �'�• .�� ••.�. � • • • • .�'�.� . . . �� � �.�. • .��.� .� . • • • .�.�.� . . . . . . . • . . . • : � . .� . . . • .� �• . . . . •�� .'.' . . . . • .� . . . ���. . . . �� . . .. .� . . . .. .. . ... . ... . .. . .... .� . ....�. . . ... . .. :. . .. ' ..•. . ���... �' � •M .���.� �� . •��• . � . • • •�.�C • • • ••• � •• • • . • . � �-0C � :....'.: :.�'.'..:. ..�.. . . . .� .� . . ...� . ... . .. ..�� .. .. .. . ... . ... . . ���� ��� �� ��� � �� ���� �� .. .. .. . .... . . . . . . . .. � . . �.. . . � . . � ... . . .. .. .. . . . . . . . . . . . . . . . . . . .. . . . . . � � . . . . . . . . . . . . : . . .. � .. • . ' . ' : ' . . . : : . . . . . . . : . . .: ' : . : :.. : . . . . : . . . . : . . . . . . . . . . . . � . .. . . . . . . . .. • • • . . . . . . . . . . . . . . • � • . . •. . . • . . • .• • . . . . . . . . . . . . . �� . . . . . . . . . . •• •• . . . . . . . . . . . . . . . . . . .. . . .. . .. . . .. �� .. . . :. . :. .: .. . ... .. ... .. . . . . . ��.� .� .� •• . .�� . .�� • . • �� .•. . . '. . . .�. . .. . .�•���.� . . . .��� ' . . : X'�� • � .�. � �� . . �.�.� �.� . .�.� �� ��� � �� , . �W7� . yWCD +�� . ' �' . �� .� 1GOGOGC. . . ' �l. � � . . . '� • ��. .� �� ����� � ... .... .... ...... . .. . .. � � .� ... : . . . ..... . .:���. . : .�� �:�. . :�: . : � . . . .� ��� � . ��:�:.� ��. . . . .� : :��.� :�. .....�... .............. .. . ..... : .... .. . . . ... . .. . . : : : .. .: � �� � :� � �.�: �� �:�� � �. . .��:�: . .� � .�.� . . . :� � �: .� � : ����� � : : � : :��� ����:��:�:� . ��� ..:..... ..:......� �� .�� : . � �� . : . :� ���:��..: . .... . � � � ����:� �������. . .� .� . � � . �: .. .:.. ::...... .: ........ . ..... ... .. ... :��:�:..:�:�:�:��:�:. . .. : � : ����:.. ... .� . . : . .. . ... . ....... .... ... .. � � �� �� � ���� �� � ����� �� ��:�� � ��. �: �� � �:�� :� ......::. .. ... ......:.. ...�:.. : .�: . .. .� x . . � . . . ... ... .. . ... . . . . . . . . : . . . .: . . .. . ... . . . . . . .: :.:... . . . . . . ..� .. : .. : . .... : � �. ...... : .. .� .��. �� . ::. .... ... . : ..: ....:... :... : : ... .. .. .. . . . .. ... ... . .... .. . . . . . . . .. : .. . . . ... .. . � . �. � . . . . . . . . . . . . . . . . . . . . . . . . Y. . . . . . . . . �. . ; : . . . . . . . {.. .... .. . . .. .... . . .. . . •��•�� . ���.� . •y . ��•���.�:� • � � .. . . ��. �.� �� � .• .. • • k . . •• • ' � . . . �• . � • • ����:��� • .� �'� �� ••�• �'�. } . � . . ... . . . . .. .. . .. . . .. . . . . .. . . . . . ... .. .. . ... . . . . . . . . . . . £ ' : ' . . .. . . : . . . . : . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. : . � . . . . . . . . . ' ....' .: . ' ' . . ..':. ... .. .. . . . .. .. ... .:.' ::. .. .. . �. . . .. . . . �����:��� �� � � �� �� �: � � � ��� . �. . . .� . .��� . . . . � �:� ��.� ��� �: � ��� �� � ��� ��� : .���:��� � ��� ��� � :�� �. r �� ���°� �� ���"�� ° � � � .� .. .: . � .. ... ... x .. . .. . .. :.: . . . : .� . . . .. . . .. . . .... .. . . . . . . . . .. . .. ...... .................. . . . . .... . .. . . . :. . . . . . .. . . . �. ... . :. .. . ..... ..... ....... .. .::. .. .. . .. ..... ... . . . . . � . . . . :. . ::. x. . . .:. . .. . .. ... . . . . . . . . . .: .. . � ...�° . � ° .. :.� � : � .�.. . . � � . .. � � .. � : � �:�:��.... :. :. ... .: :�. .... . . �. �. ..:. �. .. . .�:�.. � . .: .... � : . .. ...� .�:� . .. ..: ... . .. . . . .. . . .. . . .. ... : .. . : .. � .. .. .. .. . . . : .:. . .. : � �: . � � .� . � :�� . � . : . . . :. : :. . : .� ..: . : . . . .. � . � � . . :� �. �� � �:� . : .�. : : � . : � � : . . ...� .: .� � � � .. . . .� . .... . . ..: . :�.�.. . . . . ..... .. . . .. . . . . .... . . .:.. .. .. . . ..� . . . . . .. . .. ...... .. .. . . . . . . . . : . : . ... . . :. : : . .. . . . . : . : : . . .. �.....�.: �.�.�.�.::.�:.�.:.. : ... . . ..� . : . .: . . .. .� . . . .. . .. .... .. . . . . . . .. :�� � � �. �.� � : . � � .: � � � : �.� � : : :� � : � :�:� � : : : � � :.. �� ������ �: � � .��:��� .. .�� . . � �:� � � � � � :� � � . � ���� � �� . . � . .... .. . . . .. .. .. . . . � ..;. . . k . :. . :. .. . . . .: . . :. .. .. . ... : . ....... .: . . . . : . . . . . � � � .. . . . � : . . . . . .. . : . . . . . . . . . . .. . : .. ... . ... .: . . . ... . . . . . . . . : .. .. . . . . . ��:�:�:��� �� �� �:��_� . .�.�:��� . : ��� � � .. . . �:� � � ��:� �� ������ � .� °. � �����°�°����� �.��.�� �� �:�� �� ��� � :����������..� � .. �. . . . . . .. . . . . .�.� . . .. . . . . : . . . ... .. . .. .# ... ..... .. . � . � . �� . � ����.�� . : : . . . . .� �. .�� . .� . �. . �. . � . � � ° � . � � � :� �:� . : : . :� �` .. :� ��. : . . �� . . . �� :������� ��� � � . . . �.�... �:����:.���.� :���. . . � . . . �����.� : �� � �: .. .�� � : �. : � . ... . . � ' F . . .. ' V . . . . . . . .. � : . . . • • . . . • . . •. . . . . �• . • . • . . • • . • . • • .�.�.� . . ��•��� . � •�•. . .� . . .�. . . .•. . � �� ��. . • . . . . ���.���•. � ��. . � . . . �� . . . : . .. . . . �. . . ���.��.�• .� �.� :h. . . % � . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . k . � . .. . . . . . . .. . . . . : . . . . . . . . . . . . . . . . ' . : : • • : . . . .: .. . . • . . . . ....... . . .. . .. . . . . . . . . ....� . . ...� ...� .. . �. . . . .. ... . .... . . .. . . . . . .. . . . .. . . . . . ' . . . . . . $ . . ..(L�i.. . �:� :: . . :y... . . . .• •. . . . �. . .3�.�. . . . .• �{.. . . . ' . : . . . • •�c. � ' .::.. .. .#'.° �x� :'•' . ' .. ... ...�. ' �.. ' .. ... ' .. . .. .. .x'.• . . '�6`.. . . • • . .. . . .. . .:. ... . . . .. . .. . . • .• • .. . :: . .. . . ... . ...• . . . • . ..::x • • .. ... . . . . ... . . . . . •' •�6. . • . . ...x�:. . .. . . . ............... . . . . . . . . . . . . . . . . .. : . . . . . ... . .. . .. . ... ........... . : : . .. . . • . • . . :' . . . : . . . : . ». . . ' . . E . � . . � . : . . . . : . . . . . . . . . . . .. � � i ': � ' ' . . . . . . . ��. �� �.�� . . � � . .• . . . �� �'�.��.�. : � k . . . . . . . .�•�•���• • . .. .�. . ���•��•���•� • • �'F •�� � •� ..�•��TM� . :�. : . . . .��f �� �� ��•� � * � ' . �. . . . .. . . % . . .: . . � . . .. � . ... . . . . : : . . : . : . .. . . . .. .. . . . . . . . . . . . . . . �. • . . . . . . . . . . :k . . . . .� . . . . . . . . .. . . . . . . . . . . .y . . .. # . • . . ' . .. . . . . . : . . . . . . . � • . �. • • . . .��i #. % . . . � �. �.� . . • . . . . . . . . . . . . •• ��.� � �'� � • �;�� � • � ��'�•�. . . . . . .. . . .. . .. .. ... .Y. : .:. .... .. ... .. ... . . .. .. . . .* . . � • • • SL . ... . : .:. �.�� � ����' �' '� ]OGOGOGC� '��. � . . �. ��. • �. . . . . . . .. .. . . . . . ... .. .. .. .... ..... .. ..... . ... . .... . ... .... ......... .... ....... .......... . ........ ... . ... . . ... . . ... ... . .. . . . . . . . .. .. .. ...... . . . .. . . . . . . . . . ..... . . . . . .... . . . . . ... . . . . ... . .. ... ..... .. ... . . . .. . . . . . .. . .... . . ... . . . .... .. . . . .. . . .. . . . . . ... . . . . . . . .. . . ............................................ . .. . ....:.. . . ....... . . . . . ........................ .................... ... . . ............................ ...... .......... ... ........ .. ....... . . ... .. ...... '�'. : .. ..... .... .. .. ........... ............................... .................................... � . ... , . . .. . . . . . .. . . . . . ... ... . .. ... .. .... . ... . .. ..... .. . ...... . . � . , . .., . . : . .. . '.. ,.,��.�. �.� . . .. . .. . . .. . .: �: ���: :::�.��. . �, . ��; :., . , . . . . , .. : . .� . �_ ' . �. � <. . . ; � ,�, . . . , . . . . : . . � ..�. � .� � � � . . � . �: . . :. .� � :� � �� � . . � : . � �� : ��`:. : � : � . . : �°°°°�. : . . . . . . . . . . . .. . . .. �.. .�,. ... :.. . .Y .:. . . LC . �py�pypp •�' . . . ' �' . . . . % .�+ . : . : . • �. h . . . � . . . . . _ . � . . . ,�' :�°°�x�: �: � : :�. � .. ° : . . . :�. ��} � . . . . � . . . � . .�. . . . .�. . .. :��� � . � � . �� . . . . . . : .. �. � . : . . .. . . . . .�.. .:. : . . � .. :.. .x.. . ..�:. :. � � . _ . � . . . . . .. �W^S �.� .. :.... . . . • . :% . . ' . . • . . . . ' ' Y� . . . . . . . ..�• . . . ' � ' . ��.. . . .. . . ... . . . . � .. � ....... . . . . . . �CY. .. ::: A7�7g • � .7GGGG7G .7GGGG7C. .. $� �. . . � . .r. �. . . '�' . . . . . T. . $. : . : . . . . : ' .. . . . __ . . . . . . �. . . . . . . . . ^� . . . . . a�'.'� . . . . . . . .�� .'°�. . ...�. . �. . . . .� .'. . . . . . . . . . . . . . . . . . . . . . �.. � . . �. .�. . � . . . . . . . � . .�. � .. . .. � ��. x::;� . . . .�a��. .�. �. ��. .�'°� .. : .:: � �� �� � � � . . .. . . . . . . �. . . a� :. . . :. . . . . . . . . . . , . . . . . . . . . � . . . � . . �. . . . . :.v�. . . . .� . �. .� . � . . . . . . . . . . :.: � . .. .'°`°ac`.�. . . . . . :� . . � . . . . �. ��. . . . � . . . . . . . . . . . . . �. . .. . .. .. � . , . . . �. .� � . . . . .. . �. �.�� . . ' . . �. �.��. . . . . . . ��. �€ . . . . ' .x..... � :: ' '.�� � .Y� � . �. . . . . . .,. . .. . . . . . . �. . .�. . .�_. � � �� . �. . . . .� � . . ��� . . . . ... �. �' . ..�{� .. . . . � �, ... . � . . . . . ..Y � . . . . . . . � . . . � . . . � • . :�:.. . ' . . . . �T$ . . , � • q . . ���. �x+�+ . . . .. Wppp+yp . .. �. ...�. . O'. . . . . : . . ' : . ..�� ... .� • . . � . . ' � . �� .h+ . .,�. . . .��. . • ' . �.� VWGC1 . . � � ... . . . . . . . ... . .. . . . .. . • . :.: :�.. . . . � . . . .P..' ' � . . .�. . . . � . � . ... . �. .' '. . .. . . . . . . . . . . . . . .. .. . . . . . . . � � . . . . . � . ' .. .. .... .... .. . . . .+ooc . . . . : . , . . . �: � . '. � ' ' �. . . 3�. ' . . . �. . . . . . Y. . . � • . . . . . • . . . .. : . . ' . . .' . . .'. . .' . . . . . . . .'. • •. .' . : . . . � . � . . '� � . . . .:�.�.��'.x'. . .' � . ��' . T . . . . .�. . . . . . . . . �..�.� . . . � '. 3Q�', �'. : . �. . . . . � : � : : . . . . ��. : : ' .:.�. .'.�.::: .• : .� ::# . . . . . .�. .': . : �. :: . . . . .. • . . . : . � :�. . . ' : � . ..: � .� � . . '. .�. . ��' . . . . . . . . . .:: . .. . . . :. . . . . .... . . . ... ' . . .. .. . . . . � . <: .s�7°.°°'. .'. . . . . �': • .' .� . . :�•�qp . . . . x '. . . . . . . . . . . . . . . :. �. . . ' , • ' . ' . � � . ' �: • . .. ... � �: � . . . . . . . . .� : ._..x :.�. :� . �. . .:.�. . .�. . . . . . �� . ... �� �� . . . . �� . � . � � � . .�. . .�.� �. . . �: . . � . . . . �� . �. . . :����:�: . . .��.. .,��. . .�� :�. ��°�:�.� � � � . : . ... . .. . . . . ... . .. .. . .. .. . ... . . .. . .. .. . . . . . .. . . . . .. .::.'. �. : . . . . � . . . � �. . . �' � . .�. .'.� .' . . . . . . . . . .. , �: �.�. ' .: '.�.�.��.'��� �� � . . ;��� .'��. . . � � � . �. . � '�,'�`. . . . . �. . . . . � ... . ' . . .� . : . . � " � ' '� � .� .� . �� . +a �c.. . . . . # . . '�. :. . .� �. . . � . : .�. .'�. . . ` ��.�' . . . :°°°"o- �x . . . . . �. . . . . . .�. <�:.� . . . . . . . . . . . . .� . . . .��.. . . :. .. : . :. � . ��„ # . . •. . +c... . .rn"� '. '� `� . . . . . 'S�� ��• . � . .� . �:�.'.':�. . � : ' ' � . . .. .� ' . . .�a► . . �. . . . . . . . �. ��. x . .�. };� . �. . . . . .�: . . . . . . . . �. .� . . ��� . : °�. $ . � �:: . . . . .. . . :: �C� . .. .. . . . .� ' . �. . .i' iC . . :� .% . . x . . . ���. '� .� .. .� . ����. . . . . . . #: . . . . . . .. . . . .. . .. ... ' .'.'. .: . �. '. . . . . . . • ... .. K ' :. :.' . . .. . .. ... . . . . . . . .... .. . . . . . . .. . . . . . . .. . . . � . :: •. . • 39E�� • '��3� � . . . . . . . . • � ..: '. . . . . . . . . . . ,�C' ° '� .. . . . . . . . . . ' . . ��4°'. . . Nc�o-�occoo-K . . .wo�w.' . . „o-�c . .. . . . •� . . • .. : ,wx • :# . . :. :. . :.. : : . .. � .. . . .. � . . .�: . . . :: : . . . . . . . .. .. . . :: . t. . ::. .. . : .: • .. • . ..�. .� .. . .. . . . .. .... .. ........ .... .. .... ... . . . . ... .. ... ' . : . :°'� . ;: . . ' � � . . � .. ' '.. ' ��. .�. .� . � . �:.. . � . . .� .�� .� . �.� : � � : . . �� . . � � �� :. � � . . . . :.. : , . .� . . . . . : : � . . � : � .. �:.. _ .�.: �: . . . . . . � . : � .� . € � �. .. . �... .. ' . .. � .. . � . � . .. .. . . . .. . ... ,� ' . . � ' � �� .��:. : � . � .� .: .��� .. . .. .. � . . . .� .�� . . ��.� �. . � . . . . . . . � � � . ,.. . . . . . .. . . . ..... :� " .. ..., ... ..... : . , . � .. � �. � .. . . � �. .� .� . . ����. :�. � . . . �.. ...� . . . . . . . . . �:. ' � . . . . .� :: '�. . . '� . . �� � '� ,�v� . . �. . ... .. .... � � . . .�: . . ���. . . . ��.'�Ga� � . . . . �.. �� � . .. . . . � . . . �. . .. � ... . .�.�. . . .. . ' ... .. . �� ........ ... .. .�.�. . . ..... .... . � . . . � .. � . . . . .......... ... ... .. . .. .... .. ... .. . . . �� . . . .. .. . ........ .. .. .� . �. , . � . . � �� . .. .� . ...... . .. ....... .............. ........... . � � � .� ... � .. .. .........: ............................ . . : �. . . . .. . .. .� . � .. .. . . .> . .. . .... . . . . � . . � .. � .�.:� .. . . . . . . . .. . . . .. .. .. � . . . ��.� . . . ... � .. ...... , .. .. . <. � . �.� . . . � .. . . . . . } .. : .� . . . : �' . �. . . . . . . . �. . . � . . . . . . . . : . ..� .: .. . � .� . � .� .. .. x • . . � . . . � . . ................... ... ..� .�. � :: . . .. � � �� � � . .. ... . . . iSE:. . . . ; . . . . x. .. . . . . . . .. . . . �°°°°°4 • . .�•.� . . . . . . . . . . . . . �. �'.' . . .' . .' . � . .. ' :. . . '. .� . .. . .. ... � ' ' .... . .. : •• . �: . . . .� . . �. # . . # . . .. ietl9� ' . . . � . . . . . :: . . . . . . . ' . _ ' . . . . . . . . . ' ' . � .' . . .'�.: ..�..�.. �. . • ��. � �.��. .. . .. ... . . . . � :} .� ' �.' ,� . . � .� ' �..�am�. . ..}"� .� . . . . . . � � � .� �: .. .. ��.�. : :� :.:.:.:.:.:.:.:...:.:.. . �� .��. .�. . Y. � � :�. .� . � � � . . � �. .... . . . . . . . ..... . .. . . . �� � : . . : . .� : . �"°°°�. :� .� :���. � .��� � . . . . . . . . . . . . . . .�.�. . . .�. . . . . . : : � . : : � �: : : � . . : :�: :� . . : �. . . '°°�. . : : :� :. : . .. . . . . . :��. :� : �.. .. � . . . . . �� � . .� . � . �°. . . . �,°°°�.. � . .� . . � � � �. . .> � . .�� . � ��.�' . . . ..: :x . . ... . . . . . . . . . . � � : . . . �€. �. : : . . . : . . . � :�� . � . � . �� : . : : '� � � . . ��. � . . . � . � � . � .: . . . : ..: :� � . :.�: . . . .:� . : . � �.�:�: � . �� . �: .� : . � �����. . � ..�. � �:: � � . . . : � . �. �..... �� � . . � . .�� . � �� .� :� . . . � . . . . . . # . . . � � : . � . � � � .��� ::� � °° � . . . .... � . . � � � .�. � � �� : � . . . . . . . . . . . . : : . : . : : �:�. : . . . ... .. . . . � � �: :�:� � �. . �� : :�:: . . . . :.�. : ��� . . x . . . :� � ��:.. . . : : � : � . . . � . : :� �..,�, . . . .. . : � . . � . : . : : . . � �:. . . � . . �.�. �.�� :� � � : �.� .��.� � . . � . . . ........ . .�.. .. . �.. ... . . . . ����� . . . . : : . . . : : : . . � : . . .� �� : : : : : : � .��. .. . . : . ...... .......... . .. . ....... �. ........ .. . . .. .. . . ... .. . .. . ��: � . ... ........ .� � .h � : ... . ... ........ . . . . . . . . . . .... � . : �•. � . . . . . • • • . . . : . . . .:. . ' . . . . . � ' . '% %. . . . .. . :' .�� . : �� . . . . . �: . •� . •� • � . .� . . � . .�. . . . . . . . . : � ' :,�, :�: . . . . . . .'.'. .'. . • � . . ' : ' �..���.��....' _����:�.:.�x'.. .' . .'� . €:. . . . . . �. . . . �� .�. '.�.'.' • ..� . � . . . . . . . . . . . . � .� . . � ��. . �. � . .� . . . . . : . ., . .. � ..: . ..��. .�. ��� : �: . �� . . . . �:� . � . . .��� : . . . . . : � �.� .: : ... . �:�. . : �: . . . � : �: . ����.:.�����. ::. .. �: ���. . . . :�x: � .. . �. . . . .�. . . .� : . . .. . . . . .. � � � .� : ::� ��.����: :� ...: ��::�� � : . . . . . . . . . . .. . . .:. .. . .. . .. . . . . . . .�.�� x��:���:���. .�.�. . � . � . . � . . . . . � ... �. � . . . �. : � . . . .. ..� .. . .. . . : :�:. : :�. : :��.: �. . . . : . . . . . . . . . . .� : : � :: . .. . . . . . . : �� � � . : �. �� :�� : . . ������ ���� � �: �� � . . . � . : � : . . : : : � . � � . . . . . . . . . . . � � � .� �� . �. . A �. � . . ����� ������:.:.� t����������:.� � ................... . .. . ............. . .... . . ... . ... � � . ... .. . . . . . � :: � . . . . . . . . . . . . . . . . .... . . . . . . . . . . . .. . . �. . . . . .. . . . : . . . . . . . . . . . . . . . . . . . . . . . � . . °�; .� . .� �� � .. . . �. : . .�. � � . � '.�� . . . . . . :�r . . �� . . '�`:�.�� � � . �.. . . . . . . . . � :�� : : . �. . . . . . . . . . . . . � : . .�. � . � . .� '. .' . . . . . . . . . . . . � ' . . . . . . . . .�..�. . ,� � k �'�y' ; �' �f'� � �r �� .x . . . .�,�,� . . . . � � . . . . . . . . . .� '°�`. .� ,�. =c�=. . . . . ,�. . . . . . . .� .�:�:�. :� . . . . � .: . .�. �.�.� . . ��. .:> � � . ���. . . .�& .��:�. �d"` . . . . . . . . . �. . ... ... . . .. . . . . . .:� . . � �.�. . . . . � � �' ..� . . � � .�p,�„ ���` .� "��. . . . . . . . . . . .�. . � . � �� . . . . . . . . .� . . . . . . .� . . „�� . . . . . . . . . � '. • ' . . . :" . .', . . . �:---. ' ..��x. . �� ..........�:� . . . . . . . . . . . . . . . . . . . . . . . . . .�.'°�' �..�.: '�. .. . .. ---- ' ' • . . .: . � ' . ��• . . ' . .. .. `'�..�... � . .. . . . . .. . ..... . .. . . ... .. .. . ... . . . . . . ... . .. .� . ... . . . . . . . . : .. . : x : � . . . . . � . . .'.'. . . . . . . . . . ��` . � . . . � . �. . . . . . . . . . . . :�. �: . . . . . . .. .: �. .. ... . .:: .. .. . .. ... .. ��� ��.: ..�����:��° �. . �� . � � ����'.��.�.. .�. .�:.�. .�:.� .:� � : � . . �.. . . :.. .. .�€. . : ��.°�`: . �. .� � � � .� . . . . . . . . . . : . . . � � ... �: �' . . . : . . . ... .�. �:. : � . � �.�� . .� : :�. ..� . . ��: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .� . . . � . . . . : . : . . . . . .� . . . . . . . . . .. .. . .. . . ��. . . . �� �x .. �� ._ . . . . . . . .. .. . � . .. . .�. . .. . ... . .. . . � .� ... .... .. ....� . .. .. . . .... . � ..�...... . . .� . .. ..�.�� ���� . . .. .. . .. ... .: . �. .. ... �: . . : . . . �: . . : .��� :��: . : � . . � �� �: ���¢. :��� �:��: � .. ..� � . . : � � . �� . : . . . � . . . . � *�: � : �:� :�. . . . . . . . . �� . . . . . .. .�.�. ..:. ....... �. :. : ��. . .... � . �: � : . . � . .: . . . . . . . . . . . . . . . . . . . . . . . . : : . . . �: � �. :.: . . � � . � . � ��# :: � � � . � : . . �.. . : . . ... . . . . . � � ��:��:� . . . . . � � . . � . . � : . . . .x�. .�.:. . . : . . . . : ... .. ... .. . . . :........ :... ... . . :. . . . �. . . . � � �# ���.k . . . . . . . : � . . . . . . . . x�c. .� . �. .� . . � � ... . .. ... . . . .. ..... . ... . .. ..�.. . . . . . . ... . . . . . . . . .. . . ... ............ . . .. .... . . ' nh�..�..�----- ......................... .. . . . ------ �n.hri �c . . .. . . . . . . . . . . . .. . ...................... . ............. n... . . . . � .�. .� � :.. . . . �. � . . . . . . . .. .� . � . . � .. .. . . � ..... .�....... .. . .. . �. . � . :� .�`• . � . . . . �.�� . . . . . � � . . . . .x . . . . . . . . . . . . . . .. .. . .. .. ..�. . . . . .. .. �� .� . . �.� .. . .. .. . . . .. . . � . �.. .. .� . . � . . . . �. .� . .�. �. . . . . . .��• •��. . : ...:. . . �. . . . .8� .�. ..��.. . . . . . . .x .:.•. .. .'.: • ' . . . . . . . . . . . '� . . . . . . . . . . . �oo'vo�io-. : . . . ... .� .• :. . .'. .'.' .. . . . �. . . �k ' . .......�. . .: . '. . . �}}} . . .' �'.'f• • . . . . . . . . .' '.�. . . . . . . . . . td� . . . . . . � AApI{Yf . . � . .%__". . x.�. .� .: • . �. � :• � . . . .�.��. . . . . . . . �.: . . . . . . � . . . . . . . . . . . . . . . . � : . .��. � . � . . . . . . �.�. .� �. .�. .����pppp,,,,,, . . . . ... .� . . .�. . . . .�. . . . . :.. . . . . . . . . . . . . �. . . . . . . . . . � � .�oo- : . � � . . .--:x�..�c`it---�........ . . .. . . : . . . . .. . . ... . . . .... .. ..� . . . � . . i . •• � � • � x . . . . . . : �.z . : . . : � � ��. .��. : .x.� : . � : . . . . : . ° . :�: :� . . .:.. . . . �.�:��: :�:. . : � . . � . � ::��:: . . . . . . : : : . . ��� . . . . . . . : .. . : .�. . . � . .�. : �. : � : : . .� . �. �: :. . . . . . . � . �.�..:...�... .. � . :.. .�.:. . � �. � �:: : � :�. �.: � . . �� � . � .: . �...� � �. .� . �� .� . .. . .... : � .:: .. � . .. .�. . .: � : . .. � .. .. . . . . . . . . .. ... � ... . . . . . . . � � �. . .�.� � . � ,� ,�:. . ... . . .� .. . .'��� .. . . . . �� . '� . . . . ��.�.�. . �` � .:.� . . .� � . � . �� .�.� . �� . .� . . . �. . �: ;. ...:. ... .. . . . . . : . .� � . . : :�. . . . . . . . � . . . . .�: . . . :. � ��� .. � . . ... �... �... �.. .. . . . �. . . . � . .�. �.. ���... .. . . � ......... . . ��� .. � '°°� . . .... . . � .� . . . . � . .� . � ��.. :. : �.�. . .�.�..�......, �:'°�°`x . � . . .. . . �� . ... . . � .. . ��......... ...... . . .. . .. .. . .. . . .. � . . .. . .. . . : .;�;� . �. � � .�. �'°� . � . .� .�.. �..� . . . � . . . . . . . . . . . � � . . � . . �.��� . � .: . . . . � . . . . . � . � . . . . �. .. . . , .�. .�. '°�'�x .¢'`�'` . .�. . , � . .� .� . � . �. � . . . . . . . . . �. . . . . . . . . . . .. ...�. . �. � �.. . . .... . � �..�. . .�°°°q�,. } . . '� . . '°°°'q� . . . ... .'P"9�A�..� . � . . . . . . . . . ...• .. �F ,avvdci.. � • . . . ...... .. . . . . .: . .. . K• . . . .. . . . .�. � .:� . . . . .. .. .... ... . .. . . .. .�. .. . . . . . . . . . ' � '� �x`.. ' xxx:.. xvvvvvvvvvva .. �mm0000ma: xx—h�occ . x:cowoomcc: �m00000000mw . . �ommuuuoi. ..»mmmmma " . . .... . . . . . . . . . . .......... .. . . .�...�� �� .. . . .. ......... ................. ........... .. ... .... . . . . . ..... � � . ��: .� . .�. . � . .h . . . . . . . .���C. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �• � ]� . . . . . . . . . . . . � � �� # . . . . .' .... # . . ..�:.�� . ..... k . . .. . . . . . . . . . �' . . . . ... .......... ... . .... .. ... ' ...... . . . . .... .. ... . . . . . . . .. .. ... . ... . . . . . .. . . . .... . . ... . . .. .�} ' • ��$ �'� . . ����� : .� . . . x .. .% . . � i: .�• . . . +077WGC. .� .� . � . .� . .. . .} . .. . ..' . . . . . . . •. • .• • . . ���'��� � : . . . • �...�����. .���,. . . : . . . .. �: .: �°°°�.. .� . : �: . �'m° � �:�. . . . . . . . . � . � . . . . . . . . : ����.����: . � '� : �. �. �:�. . . . . : : . . . . . . : . : . . . . .. . . . ... . . . . . : : . . . .:} . ��:�� :�: : : � � ....� . . . . .. .. . . . . . . .,�; . � . . . . . . . .x . . . ��� .���. . . . . . . . . � � �.� : . � � � � �: � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . { . . . . . . . . . . . . . . . � �� . . �: . . . ..�. . : � . . . . . . . . . .. . :.���:� ��.���` . . . . .� . . k . . . . .. . � � . . . .} . � . :h .�2��.���•� . . . . . �./ � y . .�. #. . . . . .�. �.. . . . . .. ... . . . .} . . . . . . . . . . . . . . .� ����%�Y . . . �.'. .]£. .� ..� . . . . . .F . . �.. . . . .:. . . . . ' . . ..... . ........ . . .. ................ . . �' . �' . .aa.ia�._.• • • .. .-.%%%X. . T�C]CiCAR ]OGWWOGOGR. .X]C%%%%%%% . . •• • ••••• •• � • . . . . . . ... .. . . . .h . ..... ..... . ........ .. .. ..... . . ........... ....... • . . .. .. ... ... . . ...... ........... ........... . .. • . .' ' . ' :. .' �: � . . .. . .�: . , . . . . . . . . �' . . . . ' .'. . . . .. .. � . �. . .. :: '. �..�..�.�. .� . . . . n�� . ... . �. .�.�.. . . �� . {. .� . .. . . . .. . . � ����� �.. . . ��. . . . .. . � . �_. � . . . . . . .. . . . . �.. .:. . . � . {. { . . .�`.`. * �. �. . . � . . � �. x. . . .'�. .��. :.:'�' . .� . . . . . . . . . . � . �. .:� � . . .. . . . . : . ... . . . . . . . . �: � . . �� . . � . �.�.� � . . � � . :. � . . � � . . . . . . . . . . . . . . ��. . . . . . . .. . . . �` �: . . �`�°°`. . . . .� . : �. . : ' . �.� . . � . : : � . . � . . ��. � : : . .�. .. °. .�. .�. ..: . .�... : . . � ..�� �:�: x .����� .���� . . . ��#�. . �x . . . . . . . . � . . � �� � . . .. � .: . . . . �� � . . . . .�.:> . . . . . . . .. . . . � x��. �. .. � . . . . . .� �. : �: . . . .. . . . #: . . .��. . .�� . . . . .�� ���. . . .�. � �� . . . ��;:��. �.� ������ . ..... . .. � . : . �: : . . �� �. . . . . . . .. . � . . . . . . . ... .:. � . .. �... .. .. . �..� ���.����:� . .�. . . . .:x� : �. . :��. .� . : � .�.�: . . . . . . � � . : . .���: . . : � . : ° . � ..x� ��: . . . � . : . . . . . ::} :. .� � . .� � � �� ��t: . .. . :. . .. . . :. ... .. . . .. :. . : . .. . . � ..� } .. �.::.:� . . � . . ... .::�. �. . � � . ::.� .... . . ... . ... ........ ���.�...���{:. .� �� :.�.� ::kx.. . . . . . . � . . . . . . . � . �:� . . . : : : � .. ��: . : � � : . : : . .... . ... : .. .. ... ... .. . ..... ... .... ....... . . ..... .. . . .. .. . ..... . ... . . . . . . . ... . .. . . ]0. .. .� Y:�AC�%��Y'��8 �y k . . ' :. x: . .' . . . . . . . . . . . . . . . . . . . . . . . . . :.. . . .. . .. . .. .. . . ]�]C: . . ... . . . . . � . x . * *.. � .. � . .* . Si': . . . . . E`� . . . . . . . . .� .�•. %. . . . . . . . . . . . . . . . . . ' ' ::: • R . ••} . . . . � . . • . . . . . . :.:�•. �. . . . .{.'. E� • :x•r . . . . . .. .. . . .... . .. . . . . . . . .. .... . ......:.:.:.:.:.. . . . . . . . . .' . . . . . .---�.hriri�cxxxxxx�ovwvvvc . +ovvvvvvvvmx .xx—rihri�r. . . . . xwwowooa. .m000000mon . . . . .. .• n wmmmmcmc . . . . . . :' ' : . . . . �.+.+.�—$' . . . .�. . . . . . . . . . . . . . � . . . . . " :°°�.� . . . . : . . . . . . . . . ......... . ....... . . x � . . . . . . . . . . . . . . . . . . .: . . . . . .�. . . . . . . . .. .. . . �. ...�.� .�� x . . . . . .. . . � . � .. . .. . .�.•. . . . . . . . . . . . . . � . . . . : :x==�. �_�� . . ... : ���..���� :. .:. � . :����� : : . � : :� ��� :��� .������� :� : . : . . .x . �� . . . ::�.��:.. . : �. : . : .:� �: : . . . : . . . . .� � � ... ... . . � . . : : . : �.� . . . . . . :�. . . . : : . . . : . . : . : . . . : �.... . . . . . . .�. . . . . . :. : . . �: ...�. . . . . . . � � .:.�.:. � . ..... .. . . . . . . . . . . . . . . . . . . � . . � . .�� . . � : : ::. : .�. .� . .. .�.. . . � . . . . .� �� �. . . .���`: �����: . . . . . ���°. �. . .�:�.. .. :�.���: . �:.: : . �: . . . . . . �: ...... . . .. . . . � . . . . . ..... .. . ..� ..... . . �. . . � . ... : .. . . . . .: .. :..:........ ....... . . . . ... . . .... .. .. . . . . . .. . .. .. .. .... . . ... . . . .x �yyc. . . t . . • +p�pp� • . E� • . . } �. < .EE'.. . .. . . . • • . %:h . . :' ' . . .h . . . . . . : . � � . � . ����. .�: :�� . � . :� � �� . ...���.. . �. . . . �. . . � . . . . . . . . . . . . . . . . . . . . �`�� ..� .. . .� �: . . . � � ��:�. :..�. . . � . . . . : .:r � � . . ��. :�. . : .� . . ... .. . �: ... . . :�: ����. . . . . . . . :�� . � ���� �.`.� .� ���.� �� . . �'����� �����' ��.�...���. . � � . . . � . . . �.... .. . . . .. . .. . .� . � ��. .c� 6. .� . . . . .k. �. . � '.icccg�C. � . �. . . . . . . . .' . . . . . . . . . . . .'�.: . . . . . . . . ' . . . . . . . . ... ' � . . . '.' . �. . x ��?�y..:'��' " :�' '�� '.3E�� .x +c�icx�+o-�+o-�« . . •. # . � . . . :. . .�. . . . . .� � • :i�' •• • �ocx: • • � 2��$��#�+dt�.k: . . . . . . . . . . . .'�. . 3E• +oc:Y:� . . ' '.'. . . . .':::_�r. . . . . Mn.o,� � . 'x.Y� wM�' �c_ . . . . . . . . ' . .' .: . . •. . . . . .. . .. '. ' . .. . . .. . . :: y#w .:: . .. . . . � ... ' . . • .. x .... . . . . . ': �E � ..' .. aco-w,� x ' .. •• . . .. .. . . . .. . ... �� . � . °� '°°°� . . . �€. . . . . : . . . . ..� . . . . . . ....... . .� � �: x � ° °'°� � . S — . •x• �. . . x . . . . : . . .. . . . . . ... .. �.�.:. . . � . . . . � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � •• :� •� •�— � � �. . � Y ..... . . . . ........... � ---- -- — ' ,.,.,.,. •--. —Txxx..xrmmmmmovoc --- .. . . . � . .. . � . . ��� . . a°°9� . x . . . .;� , • .�. . . . . . . . . ��q�..��7G . .. .. . .�•. .�. .��. :�.. . x ovovoc ---- .�a°v�°°°ya� . � v+o-+o-k�s+%oa-.. ...: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . {: .+'+C . .]G':' �C .%Y ' x� .. . . . . ... . . .. .. . .. ... .. .. . . . . . . .. . .. . . ' :: . . . ..... � .•. . . . . . . . . . . �P+P+P'�P� �FTTRT'• Tf�•• . ... . . - � :nnnnnn ' ' ' ' ' ' 'Y :%%%%%SC � y�T+T'qr �: �{� � � . : ... ... �} • �' � �. . .� . .. . . . . . . .. . � � ' �: . �.� . . . . .• . #�. .•. . . . . �� .. €'. ..�...�.. . . . .�.. .��� � .'.�... . . . .... . . .. . . . . . . . .. .. . � . .:� . . . . . .: . . . �� � . ��. . � ... . . . : . . �,� �. � . . . . . : : . �. . ��� : :.�:. . . :x � . . . . �� �� . . . � . . � ��: . . . . . . . .. . . . . .�. .� � . ��� . . �. �� � � . . ��:�. .��.. . ���.�.,�. �. .�xx. . � . �� . � . . . . . . : .. .. . . . �...�� :.� �.. x �__ . ��� � � . . .. . . . . .. . .. . . . � � :... . . . . . �. � .. . ...��. �: ......... ... ��� �: . . . .. . . . . .. . . , . . . �: � �� h. A . ..:�� � � �� � °:xx� ........ . . . . . . . . � � . .�° : °:'�..� � ..:� :�;� � . .� . :;�.� :� .�.�. . . : �. . � . . � . ::�`. : . . � . � . � . . . .:� � . � � �� . . . . . . �. :�. . . . : :Y . . : .�: �€ � �: � - . . . . � :��. � . . � . . . : . �...... . . . .�.�x� .--:�. �: .. . . � .� x. �:x� . .. =��. ,� . . . . . .�� #� . ....... : .:: . . . . . . : � . . . �°`�� � � � � �� vY . ;� . � . . . x. . . ...... . .. .. .�.�� . . .. . . . . .. .. . . : .���: �,,� . . . .. . . . .� .. . . �x .'".°:� . . .. �. .�.� . �. .�.�. r. . . . �� . '� .� :: .�.. .'� ; �. �,,. � �vww. ,�. . . . . " . � . . . . . .;; • ' :::_� . . .'a°°°°�:. ... ' :r�wc. . '�.'� .b�+'�. � , v. � . . . . . .i°�. . ' .. . , E . . ... . . • .: . � . . . . . . . . . �` .�.�. �. .�.�� �. .� . :� .� � � .. . � ..� .. . . . . . ..� _� .. . . ... . . . . . . . . ... . � . ��:� . . � �_ . � . . � `' .� .� �. �. .�: .� �: � . . � . � ' � . : . � �cc�' �. . : . � . . .�x :.�. . � �� . .. .� :� � � � � � . .��..� �. � . � � . •:: . : . . '.'� . .�"�,:... ., . . ...: . ..... . . . . . ..... � . . . •. . . . �' � .: ' � . . ' .'. :x . . � .� . :. . .� . .� � �x. . w �:_�.:: . . � �:: °� .�. : :��. . . . �:� : . :. � • . . .� :%Y�. : � x . . . ...... � • . . .. . . �« : . ::: .•__� . x.•. . . :.....:... . .... '��. . .. . . . . . . . �� . �d& . :?�x .�'. .� � . . . . . . ' . . . . . x . . . .,�t . � . . . . . . .•� .�s. . .� o � . .# .} . �0°0°�.� � . . . . . . . . . . . . . . . . # � ...3. ... . ��� � • . ' ' . � x . . . :�. a�. •. . . �.. _�ic.... . . . . . . . . . •K ..• ... . ,. � . .. . .: . .. . . . .,�„�. . ��... � � � . ' . . .� � .�. � .� . . . . . . . . . . � . . . . . . . .�. . � . . .�. . .�.�. . � . . '°°°°� .� �; ��. �. � ��� . � �:�� . . . . . . ... .� . . . ... � � ._. . . ........... . . .. . ....... ... .... ....�... ..�. .. . .. . .. . . . � � . . .�. . . � � � . . .. .. . ����� �# ��::x . . ;� . :���. ��: . .�.}. .x,� . . . .�.. : � �� . . . . . . . . : : . . . . . . . . . .�. . x . .,�� . .: . . . . ;> .. .. . . � .� �� ��Y: . . . �. . . . � . �� .� : ,,,,�. . �,. .� .. . x �: . ,��. . . .�.�. � :x � . � . . . . . . . . . . . �.� � .x . . . . .� .�. . . . . .�. . � .:�__ � � �..:.... . . . . "°°°'�. :: ._ �. . � . . �� � .... � : � . . v. .� .�.: . .:� � . .� � �� . <: ��: . . .��. : �° :�°�: : . � . . . : . . . . . � . ��> . ��� �� . �'."' �.� . . . . . . � . . . . . . . . �: .. . . . . .. . . . .. . . . . . . . . . ... .. ... .. . .... . . . . . ...vY ................................ .... ... .... . . x :::::::::::::::::..................................... . ...................... ..... ......................... ... ...... ... ...... . . .. ...... .......... . . . .... .... ....... �..� �. . .. _� �°`:,. : . . :. ., . . r . . '� � . . .. . �..n . � . :. :. . . . k • ... . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . { . .�. . . �. � . . . . • . . . . .I. . . . . . . . . . .. . . . . . ... • '• . � .. .. . . . ... . .. .... . . ... .. . . . . ... . . . . . . ... . .... . . . .. . . . . .� . . . � I . . • . .: ' . . . . . . . . . . . . . . . : . : . . . �. � . .. �� �� . . . . � . . �. �.��� �. . � .� � : : °�T :�:�: : . ���F���: . . . . : . . ������ . :��� . . �. .�. . � . . . . . . � . . .. .�.� . �. . . :� . �.�. � . � � . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . � . . . . ., .... . � . .. � �.. .� �..�... .. .. . ... .... ..... . �����:��. �.� ��. �: . ��: ��. .���:��� ��� �.� �� ��.. . .���:� .. ....... �:���� ���� ������� ����. . . ........ . . ... . . . .. .. .. . . ....... .......... . ...�..� ...... . ... . ..... .. .... .. .. . . . . . .... ... . ... ..... . .. . � � : :�. � . . �: � . . : . 4. . :. . . � . � : . . ... :. � : :� . �� . �:. �� �� ��� �: .��� �� ��� � . : .:� � � .�: . .� : : . . . .A . .�. . .:���������.. . .�.�:��� ������� ���:���:.�:���:� .���� ��� �.��.� �: '� . � �t� . . . . . . . .. . . . � • . '.. . •• . . �� • � • ��•. . . '. .' . .' .. . . . ' . . . . . ... . '� . . . . ... .. F . .. . . . .. . . . .. .. .. . . .... . .. .. . . .. . ... .. . .. ... . � �� � ��:�� �����:��:��:� � .;. � .� : ��:�� �:. .� .������ ..����������� ��� �� �:�� �:���� ��� ���� �.�. �.��. .�. ��� � ���. . �.� � � ��� :���� � ::���: . . .:: �. �.��: . . .. . . . . .. . . .. � . .. .. . . . .. .. .� .:� ... . .. .�. .. . .. . • r . �: �:��������.��� �. . .� �:��������.��� ��� �.�:�:�:�����:��� :::�:��.������: � :���::�:. . � . . ... . .. . . ... .. . .. .. .. ..... .. . . . . . ... . .. . .. . . . . .. .. . . �. �.. � . . � � .. �. . . . . . . . . .. . . ... . . ... . .. . . . . . .. . . .. . . ...... . . . . . . . . . . .. . . ..... . . . . . : . � .. �. .. . .:. .. . . : � . . . � �. .. . . . . . � � . . . : . .. . . : . . . . . . _. . . � . : � . .���. � . .. .. � . � : � . � . . �._�� . . . � � . . F. { ' : . . . . . .. . . . • • • i�v . . . * . . . : : y .: �. . . . . . . .. . . f .. .. .. . . .. . .. . . . .. . .. . ..... ..' . .... . . . . . . . . . .. . . � . . . . . . . . . " .. . . .. . . . . . .� . . .. . . ' '� ' . . . . . ... . . . . . . . . . . . . . . . . . . . . . . .. ^� .� . . ' . . . .: .� ::. :.:� �� .�� : �. . .�. ::. :� �.�:..:.� :��: . .:���� . . . . . � .° ��: �� : ���. : :�� . � :� � �. .�.'��� � � . ��' .�� ������ ��.�: :� . .� . ��.�:�:�� . . � = �: � 4 �. : �� ����.. :�. . :�.���.��� � . .: . . .. .. . .. .. ... . ..#.: . .... .... .. . .... . . ....... . . . .:�. . .. .. ..... .� . ....... : . ... . . . ..... . . . . . . ... . .. ..#..... � .. . . . ... .. ......... . . . ...... . . . . .. . . . . .. .... . ... . .. . ... . �������. : : ��������� .� :� �� . .�: ���� . . �� : ���� �� �:������:��� �.���� :�: . :: � .��� �� � �:�. ����: : � �.� ��������� �� �� .� � .� �� . ��� ��. � � . . . . . . .. ... . . . . .. ... . . ... . .{ .... . ..... . . . . ..... . .. ... . . . . ... ..... . . . . .... . . . . :.�. . . � : . . . . . . . . ........ . . . .... . . . .... . . . ...... .... ..... � � . . ��. . �. ...� . � . ....... . .. ..... .. ...� . � . .. . . �. � : . ..� . � . � . . . ... . :� . ... . � . . .. .. . . . . . . . . .. .. .�. . . .... . . . .. . . .. .. . . .:�. . �. . � ...� . . . �:. . . . . . �.._ . . . . � .. �.;. . .. � � � . . : .�.. . .� � . . . : . : . .. . . . . .��. . .. . .. �.� :. : : � � . . � .� . ..... .... . . . � . . . .. . . . } .. � .. . . .. .. . . ..... . . ... ... ... ... .:. . . . :� .: . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .� �������:�.����.�. . � . � : .: �����. �� :.: �� ����..�. .. � .����� �.��.� � �::� ::��:���� �����.�. � : ����:�����: ��:. . � ����.:..�������� :� � � �����. ����.�:��:� � . . � . t. � .. . • F . . . . . . . . . .. .. ... . . . . . . . . . . .. . . ... . .... . . . . . . . . . . . . . . . . . ' � . . ' . . ' ' . ' . . . . . . . . . . . . . . . . ' . . ' � . . .'. . . . ... . . : . . . . . � + . . . . . . . . . .. . . . . f'}��}� �+� .. . . . . . :. . .. ... .. . . . ... . . . . . . . . .��' . •. �IF�� � � � ���� 74 �d ' . .�•�.. ... �� T.• �' �'� . '��7 ��'ii. ... � ':�� ��.�• . � . •. �. ���• �1... . . ' � .... . . � . ..a • . T } ./� . . . .. . ' . ... . .. .. :..;�:;��+���� ���.: ���:���:� ��� � .������ ..: ����.���z� � � �����;�:��:�:� �:�� ��:����:���.��� �: ����.���:�:� � �:�������: � . . ... . .. . . ... .. ... .. . . ........ . ......... . . . ...::� .�.. : �. .� � . . .. .. . . ... .. . � . �. . . � �. . . �. �. .. . . . .. . . . . .. . ..��: �. :. � :� : �.. � �� ����: �����:���:. � �: � � .: ���. � �:�.:: :: �. :. : :����:�������:�:� �� � :� ����: ���:�:_��:�� ��� .� ���.. ����� �� ���:���� �����:�� � ����� � � . . .... . . . ... ........... ...... . . .. :... .. .. ..... . ..� �.# �. �� ". .. . �� . � . . . . . . ; . .. .... . . . . . . . � . . � . . . . � . .: . � A ; � . . . . . . � . . . . .. � �����:�: . ��:��: ���. �� � � ���.��..:���.�.�:���.:: � ����:���.��� ���::����:���:����:. ���:����:��� �:����� �:����: ��:�:������ ��:�:.. ��.���: : ... .. . � .... � . . .. . . . .. �. . . .. . . �.�. . . . . . .. .. . . � . � � � ��:������ �� �: � � �. ��� ��: � � ��� ��:�:���� � �� ��� �����:��� . ��. � ��� ��:�.:�.�����.�� . � . . . . . ..... .. .. . . . ... . . ..... . .. . .. .. . ... • . . . n . . . . . : . . . . . . .. �. . . . . . . . . . . y � . . . . FT. . . . ... . .. .' .�. • .• ' . . . . �� . . .� . .Y. . . . . .'. • .' . . . . . . .. . .. . ����� . ��m:.���.���:�:�����:..���::�.����.�������������:��.��:��� ��:�.:.������� �:��:�:� �. ��� �� �..� �.:��������� ���.���� ���������� ����f.��:������������� ��:�. .. .�.. �. � .� .. . .... � . .. . ... .. � . .....#...... ... ..... ........ ........ . .:. .. .... . . �:�. .���. � :� �����_ . . � ���:�������:���.�����: ������������� ����. .�.��.��� �� :�� �� . � � � ��:�:� � �� : � � : .�. .�: �: .� :� ���� � � . . : .�. �:. �:: : : .. �. .: ��� �� � : �. .� . . . ... :.� :: : : .. ..� : �:. .� ... . . . . . � : {�. . � :.: . . . �.. � _ .� . � . . . . . . . . . . . . . .. . . . . ... . . . .. . . . . . . . �.� . . � . ��. . . . : �:.� ��� �.� ��' � . �����.�.�����. � .� ��.� ��� � . . . ��.. �. � : ... . .. . .. .. . . � � .�. .. .. �. � � . . � .. . ..� . . . } .� � �. ... .. . . �. . ... N .. . . ;. . .�. . . : � .. . � : .�: �� : : � � .. . : . :� ... �. : . � � :� ��.� ���: � ���� �: : ����:��: . :� . .��: � � ����:: ��r-. ����� �:�: .��� ��� � �� . �����.�� ���� ����:���.� . � �� � ��.����. � ��� �: ��.��,�� �:��������- � :�.� �: .. � ��� �.��. . .. . . � . . . : . . :: ��� �� . . ��: � � . : �.� . . :. :. � �� �� � �� � �: .. .�. .� . � .�. � ..� �. .� .�.. ..�. � . . ��.. �. .. . . . . .. �.�.�..�.. .....�..:.� .... � . . . . . . �. .� . � • �... • . .•.•.� �.•. . .•.• . � . . . . .T . . . .. � � . �. . . . :. . . .. . . .. .• � . . � . . . . . . . . . .. . . . .. . . . .. t. .. . M i r .O ' �. '. � . •Y . . . �C . - . . . �:�����: ��.�� ��: ..�� ..: .:���.: . .�. �� � � . :� � � .r����:����.�:��� ����:� : �������:��. � � �� � ����:�� ���:�: �.�:�����.. . �� : .���:�:�:�. :�:�.�� � �.� : ���.�����.� � . ��� � � � � ���:� .. ... . .� ... ... . .. . . .. . .. .. . _. .. . . . . ... ... ..... . . . . . ... . . .. . . . . . . : .: .. �.� ��:��. :.. . . :.� ��:�� :� �.�.�� . �..��� . ���� �� :. ��. .���.: :� : : ������� .�.�� . � �. . . . . . . �. . . . .:. ....... . .. ... . .. � ......:. . . ... . .. .. . . . . . . . .� .��, . . . . . . . � .. � .. . .. � . .�. � � . . .. . . . � * � . .. . . . . � . � . .� � . . . . . .. . . . . .� � . . .� . . . � �.. . . � . �: r �_�.__ . . ...� . � . .. . .. . . . .. . • . _• ��:�.��� ���:��.: � S.. ' . . . � . :� �� : . ��. �� � .� . .: -_-___ — .. . �� : . ... . �... .� . t... �4•• y . . .Mi .�. ' • : . . . � . . . . . . .� . . . . . .. n � . . . . .... .�. . . �������� � . . .. _ . . .. . . . . . � . .� . �. .� . ..�� �� .. ... ... ... . . . ... . .. . . ..:� � . �.� . � � . . .. . . __________ �: : .� . ��. . . � . . . . . . . � �: � � :�� � . : . ... �.. x : �.� :.. . � . . . �: . �`��: . ... . � �� �.� : � � . .� .� . . . . .� �. . � � .��� � � . . �. �� ........ � .. . ..: . .: . :: � . . � �� � . � ::. . . . T..t ���������� . *::r:�isc�r: ' g .. .. . .. . . . . .. . .. . . . . . .. . : : . . . . .. . . �� �S� �• �� �r� �.�� �� ����. .��.� �.#� . . . �� �. � � �Y"1x�.�� � . �; � +# ' '� ' ¢. .. �� � �: .. ...�a����:.� .... - i . . . . . . . . . . . .�. .'. . ' '.' '. . . . . .'.'. : : � . . : . :� . . . . . . . . � : . . . . . . . . : . : . .. . . . . . . . •. . ... . .. • . . .: ... . . . .. . . . � �: � ��� . ��: :: . . . ���� � .���� .. � ��. .�. ���� �: � . . .�� .� ��. .���. :�. . .�'��.� : .���:: �:�� �� �:. :. :.�.� � . � . : . .�� : ��: : . �. . ..: .... � ��. . . . : � � � ..: . � . .. . .... . . � � .. .� . . . .. . . � .. . . ... . . . . . . . . . .' . . . . . . . . .� � . . .R ..: .' . . . . . . .. . '.'. . ��:� �.� . . : . .�..: . � . . � �.`. . . . .. . .��� . . { �.� .. � . . ��..... . . . . . ........ . .� . �:�:�.�_ :. . . . ������ ����� � . . ... . ... .... . ... . . .. ....... ... . . . . ��:�' �� :��.���� ... .. ............. .... . �� � :��.��:�:. ��}. ����: . .... .... . . .. . . . . ����'�����. ������ ���� . ��� . . .. :. . ..�.. ...... �.���� � �� .. . .. . .'... .. . . . . . . . .'. . . ' , . . �•��:.�'�. . . �: ....�� : �� .�. .�:. .. . .. . �.����� . . . . . . .. .�...� : . . . : � :� :� ��:�. : .� . ... :� .:.. . � � � . � - . � . .. . .. ...... . .. .�. . . .. . . � . � .. ... .�:. �.� .. . ..�. . . .. .. . . .. . . .. .. .. .. . .. .. . . . .. .. .. � ... ..... . . . . .. . ... . . .. . . � . .. . . . . . .. . . . . .. :,� � .�. . .... . . ... ... ...... ...... ......... .. .. .. . .... . ...-��,T� .. ... . . . .. . .���. �� ����� ������..����. ������ .... .. ........ ... . ... . . . ����.����`�.�� � . ��� ��.�. : �� �.���.�. G . . � �.�.����� �--: �."��� . ��: CFW Project 11To, 1U2152 Hanna Ranch C,�.P. Sanitary Sewer Intercepifl� Parcel # 11 SSE TC� 9�1-I0�9 E. ENDN �VE SIiELBY C�UNTY S�HD�L LA�ID SURVE7' A�stract 1375 Traet 32B43 & 32SO�A AND Tract 32S�SD �TATE �F TEXAS � § C�L'NTIES �F TA�RRA�T'I', � DEltiTQRT, PARKER,I�VISE � and JUHIlI�Q1V § P�SSESSION ANU [] �E AGREE�1'iEl�rT I. PARTI ES T��is Possessian a.nc3 iJse Agreement �``Agreezx�eni''} is made h�� and between PEDR[� SAND�V�L �ARDENAS AND R05ALVA CARDENAS (hereinafter referred to as "Lan�owrter"}, and the City of Fart Worth (hereinaf�er referred t� as the "City"}. Landawner and �ity are collecti�ely i�awn as the "Parties." II. RECdTALS WHEREAS, the Cin� has determir�ed that �t is necessary ia acquire the falla�iing interests: ��terest Si�e �in Sq. Ft.} Size {i� Acres} Permanent 5ax�ita�y Se��er Easezx�ent ?�,243 �.4fi�7 Temparary Constru�tion Easezxaent 5�,650 ,� ~�� 1.163 from a partion af Landawner's property, hy ne�otia�.ion or cande�nnation, as part of its construction, aperati�sn, iz3aintenance, rep�a�emen�. upgrade, and repair of M-?95 R, a permanent seu�er line faciliry, in accordan�e ��7th the City'� Nar�a Ranch C.�.P. Sar�itary Sewer I�terceptor Project tra�� Sta�ion l�+p�] ta Statian �68f3� (the "Pruject"}; VLiHEI�EAS, ihz property �ein� a�q�ired is rnare specifically d�scri�ed in Erhihits "A," cc���s scC» alI[] ccD�� attached hereta and in�o�pQrated herei� tthe "�t'fl�]eP�"�' � WHEREAS, the Property will be used s�ecifically for pub�ic impr��eia�ents related to the canstruct�an, operatia�, tnaintenance, replacement, up�rade, atad rep�ir of M-295 F�, a penr�anent sew�r �ine facilit_y (i,e. an}� and all incidental under�ound. a.nd above�round attachments, equipme�t and appiu-t��ances, including, hut i�at linzited to �ar�holes. ��anlaoie vents, Iateral line canne��tians. pipelines, a��d junctian bo�es assaciated «=ii�i the Project}; 1'V�EREAS, the City desires ta have aright ofentry u�an, and irnmediate possession of, ihe prapert�� far the p�upases of the Fra�ec�, and is willin� ta coznpensate Landowner for su�h immediate right �f entry; WHEREAS, Lan�o��ner is a�reea��e to permit the City, iz��ludin� its employees. agents, coi�tractor�, successo�s and assi�ns ai�d, speci�call�v, tnc�ud'an� franct�is� and non-franchisz �.itility comp�ni�s [collectively, #l�e "Autha�zeci Parties"} the right to enter �zpon and take possessian of the Property so that the Authorized Parties may use, an� the Cit� may possess, the Praperty ta the sama effeci as if (i} ne�otzations had �een coinple�ed and ca�aveyance �f tl�e Property to City had been irrevucal�ly ia�ade or, alterrzatively, (ii} a Special CnmmissiQners' Heari�ig �iad beer� held in a randeinnatian praceediri� �1d the award of the Special ���r�missioners and ne�essazy depasits and bonds had been deposited au�l fled ��itk� tbe Couri; and WHEREAS, Landawrxer s�ecifically aa�ees that it tivaives ar�y and aIl of i�s ri��hts to �hallenge �ie Ciiy's right t� ta.ke t}�e Property ar file aazy other juris�ictiox�al challenges. and the City recob zzes and acknowledges that Lanc�oti�iler's cans�nt to the entry �pvi� ar�d �ossessior� ❑f the Pro�e�-tv by- the Autha�•i�ed Pariies s�ial] ��at �e c�ns�rued as a�vai�er af Landotiv��er' G right to seek additio�7al compensatian, if any. fc�r the a�q�.iisiiion t�f the Properry, PUSSE�SIC77V ANf] USE AC�REL.MF,NT Page 2 of S IiI. AGREEIVIENT iT�W, THEREFURE, iz� c�nsidera�ion of the aba�e-stated recitals. whi�� are rr�cnrporated herein �'ar alI purposes, and the s�m af Five Hundxed and Nali OQ Dollars ($500.0�) �azd ta the Landc+«�er_ tl7e receipt az�d sufFciency° af v��hich are here�y ackzaowledged ar�d confessed, Laaadowner hereby consents and agrees to al�o�� the Authorized Parties the rz�ht ta �nter upon, and t11e City ta tak� iz-revflcable possessifln of, th� Property. The rzght of entry upc�n and p�ssession of the P�operty is �ondition�d strictly� �apoz� the fallc���v�ii��: l. The �uthc�rized Fa.rties sl�all hav� the rzg�t of entzy �pon, and the City shall take possession nf the Praperty on tile date th.is A�reement is si��ed i�y the duly authori�ed r�pr�sentaii�e of Land���ner ar�d the d�ly autkzorized representative of the City. The C`ity ���ill �ay Five Hundred and Nal�n4 Dallars t�5QQ,04} {the "En�ry Fee"} directly to Landotivz�er wit�� a cl�e�k rxaade pa}�abte ta �the LandQwner. Th� payxnent shall be inade prior ta the Autl�orizecl Parties enrry upon, ar�d the City's taicin� p�ssession oftl�e Property. €�ut in i�o event later iha� thir-ty {;4} days �om the date this Agreement is e�eel.ited by both Lartdowner arid City. il�e Entry° Fee shall be a nan-refundable pa��ment to the Lando«ner re�a.t�dless af the ❑iitcome of any condenulation �araceedings. The Entry Fee is paid far the p�irpose of allo��ing the Authori�ed Parties t�e right io enter upon. and the City t� take passessian af ��e PrQ�3erry for tke purpases state� in tl�is �1,greement. The Entry Fee is nQt a part of the co�npensation to b� pai� ihe Landawner far the acquisition af the Propert�> n�eded for the 1'raje�t. �'DSSE�5IQ�1 AND i1S� AGREEIV�N'i' Ya�e 3 oC 8 ?. The �rar�t herein made sha�1 nat pr�judice. in any way, Landawner's ri�}-�t to se�k �ditional cotnpensatzon, if any, thrau�h ne�a�iatian ar �miz�e�t domain proceedings for the City's praposed acc�uisitiora af the Property. 3. This xight nf entry and �ossession is irre<<ocable by t�e �aizdflw�er. 4. IF the C`ity a�d L�.nd���ner are unahle to agree to adequ�te c4mpensatzon �or tlae Praper�y, pl�as damages to t}ie remainder, if any, prior to a Specia] Comrnissioners' hearing, �he City and Landoi�ner a�ree �o work together, in comp�iance i�vith the applicable laws in the setCii�� ❑f a S�eGial Commissianers' hearin� a��d the C�ty sl�al l tender tl�e sum of the Award of Special Cvmn�issi«n�rs' ta the re�istry of tt�e c�urt «-ithin si�ty (�0) days of said hearina. 5. Landowner specifcally agrees tl�at it �vai�es anrr �halien�e to the Ciry�'s r��ht to take the Praperty, a�nd a��y other jurisdi�tic�i7a1 cl�allenge. 6. Landawner understands and agrees that the A�tlaorized Parties ha�ve the ri�ht to alter. demalish, reYnave at�dJor relo�ate any irnprovement 1Qcated �vithin the Properry. 7, Landowr�er anc� the C�ty agree tk�at if any portion of thi � Agreement is de��ed to be illegai, invalid or u�enfarceable, such ittegai, invalid or unenfor�eable �ra�ision shal� not afFect the legaJity, �•alidity ar enforceabiliry- of the rernainder af this Agreeznent. S. I.aando�mex and ihe City agree that Texas law s�aver€is this A�reexr�ent ar�d all o�rli�ations af the Pai�ties �e per#'a�-znable in Tazxar�t Cozu�ty. Texas. 9. If the matter proceeds to candeixznatiar�. t�ie Parties a�ree that the r��hts c�efined in tlie City's li�e Petitiar� supersede t�e rights G���tained in this A�7reeir�ent and the ri�hts de�"ined in the Petition will ga�er�� t�Ze relationsi�ip o� the Parties. tipan fixzal jud�ent ar upon ihe execution of a deed canveying �he Praper�� to the City, t3�e ri�ts defined in said PQSS�SSlONAND USF liC'rRL•:LNIF?R�' p�b� �. ��g 3udg�nent or deed will he the final, sale and excl�.isive rigt�ts acquired by the Ciiy. �io�vithstandi�g the fare�air��, Lanci.a���er agre�s th�.t the C"ity's right to irrevocahly pQssess the Propez-�� and Landaw�er's waiver ❑f any and all ❑f its ri�hts to �hallen�e t}ae City's ri�ht to taice the PrQperty, and any ather juz-�sdictiflnal challer��e, will npt be �upersede[i and shali be car�s�dered icre�ocably and permanentiv iaindin� an Lando�i=ner arid wi]] cantinue ta run �7ih ilie land. [S�GNAT�TRES APPEAR DI�T TFIE FQLL�R'�NG PAGE] P�SSI�'SSIONANr] USEtLGIt�l;MLNT Page 5 �f'8 PEDRU SANDpVAL CARDE�TAS Sv: i�'� Pedra Sanda��ai Carderzas �3ate: — �— �� �r R��.AL�'A CARDEiliAS 8�r; � r� �..�'"� Rosa�va �ardenas Date: �— �� �`--' ttAttarnev Nazne�� t{Atton�ev 7'itle�� THE C"ITY �F FflRT WURTH �ana �r���G�r�o�f' 7=7��� Dana Burghdoff (Sep 2, LOLO 19:18 C T) Q Dana B�xrglzdaff r'LSszstai�t Czty Manau�er Date: Sep 21, 2020 APPRQVED A5 TQ FQRM AND r EC�rALITY": i� �� Matt Murray (Sep 18, 2020 12_O8 CDT) Mait M urray Assistant Ci�i� Aitarne�� A�torney for Cit� af Far� ��Vorth Ordinance No. 24161-04-2020 / No M&C [ACd�N�WLEDGEMENTS �PPEAR ON THE FQLL�VLri1�TG PAGEj POSS�SSI�NAN1] USEAG12N.k?VI�NT ��g� � �fH ACK1i T�V�LEDGElTEiy'I' STAI� QF TE�S COCJNTY �F 1 �"" ' § r�,- ��� � . � ,'� SEFDRE 11�iE, ihe undersi�ed. a natary pu�lic in and far the State o� Texas, on t��is day persanally appeared PEDRD SANDQVAL CARDENAS, u�ha i�eing �y rne frst d�ziy sworn on oath, deposed and said il-rai helsl�e h�s read tl�e foregoin� Possesszan and LTse Agreement and acknflwle��ed to me t��t tl�e same �vas t�e a�t af Pedra S�ndovai Cardenas �nd t�at �elshe executed t}ze saine as tl�e act of said 'zncl��=idual for the pizrposes an� cUnsideration therein expressed and i� the capacity ther�ein s�atec�. G[VEN U-NDER MY H141�fD A�vD SEAL OF QFFICE, this �` day of ��-tu��:�t`� ?� -� . � � JE][EI411f�1k111lIi3IiIEiIpIEiI i � � I 1 EIl l I I!I I II f ii 43i11 IIlFH kV I f{il li I tl ill Eli f I! ill f 31lL _ .C,�F7 AUA PATiiEClA VRSQt1Ez - N tf�' Ptiiblic u� �d for � x f � Nata Ig #i 3aQ3f 794 = ry - The State of Texas � �`� h A�1y Commissian Expires = — '''F3� T�-} November 19, 2fl22 . iil�.i•�i•�i�f1f11lil�l�llilll114111illllll�llVifi�l�ll�I111k1�11iM������I111F11.11111� AC'T��WLEDGEMENT STATE DF TEXAS C�UNTY aF i�t��t� 5 EEFaRE ML, the tuld�rsigned, a notary pubii� in and far t�ie �tate af I'exas, ar� this day p�rsonallt appeaxed RDSALyA �ARDE:'VAS, wha bein� �y me first duly swarn on oath, c�epas�d ar�d said that helshe ha.s rea� the foregoisia l��ssession and lise Agreernent and acknoti�ledged �o nae that the same �vas the act o� Rosaiva Cardenas and that hels}�e executed the same as it�e act of saic� individuaJ fQr the piuposes and consideratic�n therein e�pressed and i�� the �apacity therein st�ted. GNEN [.]NDER zV1Y HAND A1\�D SEr�L, QF pFFIC`E, thi� � day� af ��;G �;� �• 2� �. � � ` � ii klSlllil4!lllflElliillilllillL � � �111111fif611ff1€ikEl31lillfEHllllllliVllEil{31l1VI1f! A � � �,��wy moe f'ATR1CiAVAS�UEZ ni ta� Public in and for � �Iz �_� �, r+afa� ia �t3oa3��4a _ The State af Texas - `sq'� 7/\` J7 My Cbmmissian �xpires = _ '�t'��ti+ Ncr�ember 14, 2422 ��i�ii•II�II•Illllll��l�lll�«il�l��«1141i:llill11��11i1i11f�Ik�I:X[II111�IIIIk11:31��r �'USSI?SSI{)N A_NL7llSF AGR�;EIVIE?VT �'age 7 0� 8 ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARR.ANT BEFORE ME, the undersigned, a notary public in and for the State of Texas, on this day personally appeared Dana Burghdoff in the capacity as Assistant Cit.�ger of the City of Fort Worth, who being by me first duly sworn on oath, deposed and said that he%she has read the foregoing Possession and Use Agreement and acknowledged to me that the same was the act of City of Fort Worth and that he/she executed the same as the act of said City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. 2020 . GIVEN UNDER MY HAND AND SEAL OF OFFICE, this ,`q.1��`P � N1ELS BR�WN $ �1 � Notary Public • �[! * STATE OF TExAS NT GV Q Notary I.D. 13180512-6 9rFOF� My Comm. Exp. Nov. 26, 2022 , ������ _ day of September � Digitally signed by Niels Brown ` Date: 2020.09.22 08:06:39 -05'00' Notary Public in and for The State of Texas POSSESSION AND USE AGREEMENT Page 8 of 8 E3�H18iT "A" LANO DESCRIPTl�N PARCEL 11 — PSSE 4�-FO�T PERMANENT SANITARY SEWER EASE{VIENT �UT �F A 2.8�2-ACRE TRACT OF LAND AND A 5.83-ACRE TRACT OF LAN❑ SiTLIATED IN BLOCI�C 32 �F THE SHELSY CDUNTY SCHDOL LAND SURVEY, ABSTRACT N4. 'f375, TARRANT C�UNTY, TExAS BEING a tract af land situated in 61aGk 3� o# the Shel�y Caunty Schva! Land Sun►ey, Abstract No. 1375, Tarrant County, Texas, and being a portion af a called 2.862-acre tract of land desGribed in ir�strument to Pedra Ca��enas and Rasalva Cardenas, husband and wife, as recorded under Dacument Na. D21 1 1 22849 vf the 4fFicial Pubiic Records of Tar�ant County, Texas {Q.P.R.T.C.T.y, and being a portian vf a call�d 5.83-acre tra�t af lan�l described in �nstrument ta Pedry 5ant#avai Cardenas and RasaEva Carcienas, husband and w�fe, as re�orded under ❑ocument No. D21917187'1, �.P.R.T.C.T., a�d being more particularly described hy metes and �ounds as fol�aws: 6EGINNING at a pfli�t on the east line v� said 5.83-acre tract, same being the west line of Lot A-R, Black 32, 5helby County Schaal Land, an additian to the City �f �ort Worth, Tarrant County, Texas, as recarded under Valume 388-58, Page 242, of the Plat Recards of Tarrant Caunty, Texas {P.R.T.C.T.j, fram which a 1I2-in�h iran rod faund at tFre sauthw�st corner vf said Lot A-R, Bla�k 32, bears 5outh DD degress �4 minutes 49 seconds East, a distan�e �f 853.53 �eet, said point b�i�g an the nflrth rEght-of-way line of Enon Avenue �a variable-width right-of-way), as shown an said S�el�y Caunty Schvai Land plat; THENCE South 51 degrees 45 mi�utes 1 � seconds West, aver and across said 5.83- acre tract, passing at distance af 31 T.55 feet the cvmman line vf said Cardenas tracts and cantinuing over and across said �.$62-acre tract a total distance of 512.81 feet to a�oint on the northwesterly fine of said 2.862-aGre tract, from which a 518-inct� iran rvd �ound at th� intersection �f the westerly line of sai� 2.862-acre traGt and the nvrth right-of-way line vf said Enon Avenue bears SoiatF� �4 degrees 30 minutes O8 seGonds East, a distan�e of 553.73 fest; THENCE North 09 degrees 53 mtnutes 1 � seconds East, along the n�rthwesterly I�ne vf said �.8fi2-acre tract a distance a� 59.93 feet to a point for Gorner; TNENC� North 51 �iegrees 45 minUtes iQ seconds East, aver and a�rass said 2.862- acre tract, passing at a distance of 181.88 fee# the cammon iine v# said Cardenas tracts and continuing aver and a�ross said 5.83-a�re tract a total distan�e of 499.43 feet to a point on the east line of said 5.83-acre tract; PARCEL 11 — P55E i o12 THENCE Sout�t aQ degrees 14 minutes 49 secands East, alang the east Ei�te v� said � 83-acre tract a distance af 50.75 fe�t to the PDlNT QF BEGINNING and CQNTAINING 2�,243 sq�are feet ar 0,4647 af an a�re of land, more or less. Nvtes: Bearir�gs are �ased an the Texas S#ate Plane Caardinate 5ystem, Nortt� Central Zor�e (4�a2}, North American ❑atum 1983 �2�11 }_ 2. This survey was camp�eted witho�# the b�nefit afi a current title paficy ar commitment. There may be additional easem�nts andlor rights-af-way that affect this prQper�y that Huitt-ZQllars, lr�c. has not been advised vf. 3. An exhibit ma� af even survey dat� herewith ac�ompanies this legal descriptivn. � certify that this survey was performed �� the grvund under my supervision. A � �, • � � / �� � � .� Nlatthew T. odlewski RegFstered Prafessional Land 5ur�eyor Texas RegEstrat�an No. 6817 Huitt-Zaflars, Inc. Firm R�gistra#ian No. 1 QQ2560� 1717 McKinney Ave., Suite 14�0 �allas, Texas 752�2 ❑ate: ❑ecember 31, ��19 ��J.' ¢'��'� A� +�tf�� � ...........................: ...� �urrx�w r. Qoo�EwsKi ..`::q9..�$17..� .;....� ��a5�+���`��� PARCEL � 1 — PSSE 2of2 ❑ G3 mm� a c_ � � _ T� m � gm� c =e� � fl�� � gpo � ��� � ❑ u: G C M K � � � 0 � �A A. ���. H' �_�:� � ;�r►�; ti � •..: g :.•�S : Ul : �� ac�_G+ 0 � � o � � � 1V v v ❑ a��� ,� x- N 7 � ��`°" i m ,� �x �a N c �_ N � %o� �w� A m � � A Q µ gm 6 � y N cn ti � � O '� "' a �cr.�"yio[9n m L�• �„m]7 �mTw� m ���[n� m a .� m � p W'*1 �+�5 Q��d��� c��- n�y'� �C�7��m �� � � � � � � � �z����p m�nA�� ���mmcn ��, n � � ❑ ap�m a7 � m , � N rn A m - �A 0 Q C] � O IJ T� � � � � m � � z i y Z � m� � GY � o �7 � !_� [4 y � � p � rn � � * m � '�` � m u' D i.� "' � O � ti � �'i z• - L• ti - r m mm � � � -- �� c { -1 C = ti :~ �_ � V1 � r f�1 C m �� � rn$ �P n �� N Om ."'- A O � � 0 0 � ��i N TI �7 TI 0 0 .ra ����_��r� �n����# � x n g � g � � � N � C � � = Y C �. � � � 4 9 � �"��N��"x �$���� c � � Q � n i � � N � r� . � ri a� � G�7 j � � C'r'! � � j T O �a S �� �� 2 n � e� � �A a r�y m � ¢ry - 4 �� z z� m I � ' � � 2 � �a �� �I I a n�n m � • _ ��a { �,� � p�� �pm 1 � A�n ��m ��z �,� n� ��o vz �i w r f � �aav { Jl1AN MfyNUEL. L4RGa � ooc. #o� s aza2ssi � O.P.R.T.C.T. N a � � a � � �� m r���v �,m�� � r � m m z � sy�o c�0 A� � m y ° `'' '�3z w���mm � �'xz � s t➢ � m � 1 w � m p � ,�G���� � .,sa,a�.�❑ 5� � � Z � � _ � � � ~ � � r � � ~p�pRD CARDEMAS AND RQSALVA CARD�NA3, �r� 4 �� � HU89AND AN� WIF� o m m � pOC. #a2 7 1 1 22849 0 � Z d.P.FI.T.C.TY _ m� z 1 _ _ ��oo , aiC a���� � 4dZ I i��a� � r,Nr pq �Cll I ����m � o � o � cc �m � � � I � m � � � _ � m �m�p '� " G � CAROLYN RASMl155EN LOT A•fi, BLOCK 32 ODC. #p19fi2t � 119 SHELBY COUNTY SCHaOL LAN❑ VOL. 3BB-58. PG. 242 D,P.R.T'C.T.` � P.R.7.C.T. ! �m cs B19l..E BAP7lST CHURCH I Q � �F EVERMAN I � o aOC. #�ZQ3�836g2 IO.P.R.T.C.7. � 'o�� _ — � m z� � n��1 i i � N �tmi �n���v, � N-�rn��G � ��Z� � y° t��mz�.mc n m�a n ❑� mA�� a �� za�rnN q�a�'^a�br� g��fi�� �� I�'=�'�zm z� �a���� i1l z �� N m � C� ��% camm� s4 � ➢�a� �� �s��a v'� a z�� � -i � r.`aQ= fi[ N ti f �1 �T1 I.p7 1, BLOCK 1 C,Q. HflUK SUB6fVI51tiN VDL. 36$-57, PG. 779 P.R.T.C.7. % 2 � � �� � �, W � l� "�� '�r a `�s: ;mp = � Z n' 2 � .<,.:: �❑ , � T i.OT BR, BLQCK 32 SHELBY CflUNTY SCiidOL LANQ VOL. 388-58, PG. 993 P.R.T.C.T. SAUL. AGUILAR ANt7 5€'4USE, ROSA AGUILAFt OOC. #�210319271 O.P.R.T.C.7. � T — G] � m m p x� v � o m ���rjQi Qm• ��� � � A D � �a�m�� t�i���gm xm � �� �m� � � m c �n r� �y� �n� n�� m� cu n ao r� v�r� � m i � n��� �� _� � �� �1 Q '� C] � � A �� � � �wm m .y�"� �� ��� �� ��'- a� �� m �, � _ � -- �� � � m� � �� m � C � r � ��`T��� � �T if1 � r � �v ��m � � r ❑ �► n �- Q fl N r �r �y � �n G C �L %m�� o�� 2 'v#a Q� ❑ A�� nNo '� ��� � EXHIBIT "C" LAND DESCRIPTION PARCEL 11 — TCE 100-FOOT TEMPRORARY CONSTRUCTION EASEMENT OUT OF A 2.862-ACRE TRACT OF LAND AND A 5.83-ACRE TRACT OF LAND SITUATED IN BLOCK 32 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT COUNTY, TEXAS BEING a tract of land situated in Block 32 of the Shelby County School Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a po�tion of a called 2.862-acre tract of land described in instrument to Pedro Cardenas and Rosalva Cardenas, husband and wife, as recorded under pocument No. D211122849 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), and being a portion of a called 5.83-acre tract of land described in instrument to Pedro Sandoval Cardenas and Rosalva Cardenas, husband and wife, as recorded under pocument No. D219171871, O.P.R.T.C.T., and being more particularly described by metes and bounds as follows: BEGINNING at a point on the east line of said 5.83-acre tract, same being the west line of Lot A-R, Block 32, Shelby County School Land, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded under Volume 388-58, Page 242, of the Plat Records of Tarrant County, Texas (P.R.T.C.T.), from which a 1/2-inch iron rod found at the southwest corner of said Lot A-R, Block 32, bears South 00 degrees 14 minutes 49 seconds East, a distance of 825.46 feet, said point being on the north right-of-way line of Enon Avenue (a variable-width right-of-way), as shown on said Shelby County School Land plat; THENCE South 51 degrees 45 minutes 10 seconds West, over and across said 5.83- acre tract, passing at distance of 317.55 feet the common line of said Cardenas tracts and continuing over and across said 2.862-acre tract a total distance of 510.79 feet to a point corner; THENCE South 34 degrees 09 minutes 18 seconds West, continuing over and across said 2.862-acre tract a distance of 24.64 feet to a point on the northwesterly line of said 2.862-acre tract, from which a 5/8-inch iron rod found at the intersection of the westerly line of said 2.862-acre tract and the north right-of- way line of said Enon Avenue bears South 06 degrees 24 minutes 18 seconds East, a distance of 497.92 feet; THENCE North 28 degrees 33 minutes 11 seconds East, along the northwesterly line of said 2.862-acre t�act a distance of 6.49 feet to a point for corner; PARCEL 11 — TCE 1 of 2 THENCE North �9 degrees 53 minutes 11 seconds East, continuir�g alang the northwesterly fine af said �.86�-acre tract a distance of � 5l. � 7 f�et tv a paint far carr�er; THENCE North 51 degrees 4� minute� 1 Q sec�nds East, aver and across said 2.8�2- acre tract, {�asstng at a dFstance of � 71.84 feet the common line of said Cardenas #racts and can#inuing ❑ver and across said 5.83-acre tract a ta#al dis#ance af 48�.39 feet ta a pvir�t an the east iine af said 5.83-acr� tract; THENCE South �� degrees 14 minutes 49 secands East, alqr�g the �ast line af said 5.83-acre tract a distan�e of 126.94 feet t� the PQlNT DF gEGihINiNG and G�NTAINING 5Q,654 square feet ar 1, � 63 acres of land, more ❑r less. Notes: 'f . Beari�gs ar� ba�ed ar� the Texas 5tate P�ane �Qordinate System, Nort� Centra! Zane �42D2}, North American Datum �983 �2Q�'i}. 2. This survey vvas cflmp�eted without the ber�efit of a cu�rent title p�iicy or c�mmitmer�t There may be additionaE easemer�ts andlar rights-of-way that affect this praperty that Huitt-Zollars, ln�. has not been advised af. 3. An exhi�it map ot even s�rvey date herewith accompanies this legaf �escription. 1 certify #ha# this s�rvey was performed ❑n the graund ur�cler my supervision. ., • Ma ew . Godlewski Registered ProfessiQnal Land Surveyor Texas Registration No. �817 Huitt-Zollars, Inc. Firm Registratifln Nv. � 0��56�4 1717 M�Kinney Ave,, 5u�te 14�� Dalfas, Texas 75�02 ❑a#e: ❑e�ember 31, 2019 �:•.......,,� ,,, r.? f�'G�.� �F� 9i3� � rtf+Ew �T.� G�DLEwSici ..� �•4g �$$17 � T..;•�,�. ��� �Ua����' PARC�L 1 i - iCE 2nf2 ��v� � J F � m � a2 �Qw C� � �w y ..r j ^�' � �� �cU~ a� � �ri r, ��� w o LL O O� � � U � X i �� 4 ��� � W sN � �Jo op �� U 0 m � w J N g � Z � 1- � � F- do� Oad U� U J � w �~ z �w � �w W �' � � � tt r Q O � O �� �� C7 LL Z � Z H Z Z � O w am �oQ=vi � 1- > � r � �U� Y N J Q �aa3F �w �� O � m N = 11 F- r r- r- o >=ao Jr�C7FLL% �w �F� 8�WQWQ NU=�$w 3¢~¢am >LLZ yr >owriZ � �z� ]r�wF� Nw�ww= iw0¢LLU � m U w a ? — — — z .l.�.l.a.d.0 3 � l69£90EOZa#'�Oa � ¢ tJ�JWa3A3 �O o p � H�2if1N� 1SIldV9 3191� � o '1'�'1'a'd'O BLLllZ96LQ#'�OQ N3SSf1WSVzl N.11O?!V� � , ��� w ❑ Q Y � w� �m �- �w W � _ 4r O� w Oa �� a0 �j U �a x a3 ww J � a= � LL ' Q' a��n w��F; � � '6'�n. '��p oaa�r , 3z h ! > V p 0� w Q � �y �V'� s ? � a Q� d I� H LL � � �� ao o'm�o z�� 1 ..o �� � oo�o � w�� � � S O- w�= Q F W k(1 d a — — o � �� ��s, � �l���l�a•d•o LL � � o S s � 6o9ZLLlLZ01!'�OQ � � o � � N 3�iM ONV aNV8Sf1H � W¢ o 'SVN302M� `dAlbSOb OM/ SdN34ad� OLl03d � � — QZ � E `� � 497.92� 1 ¢ � S O6'24�18,. � Z N lYi1 � a ~ w �? � =o� 2'�� ❑ UJ (jj O > Z � Q� J� J �' i z — O � U- � h � � � Q � m J lY� � Z ~ W o d O 2 V . � ��H�Q � W � Qc�O � � � � � �W W�p� 0 l� O Q ,� li7 � a � Q � O a � w � 0 0 �- � �'1'a'd B�L 'Jd 'LS-98E'lOn Nois�niaens HnoN •o � LN�OlB'L107 — .y �.l.a.d — — Z4L'�Jd '8S-B8E'l0A aNVI IOOH�S AlNf10�.19�3HS _ _as ��o�e 'a•d 10� _ W j� w � � � � � � � ti � � � � M � � � � N Z Z �r��i a�d�o 188i9Z£ LSO# '�00 o�a�n �3nNvw r�vnr � �� � z � �� w cw w 8 � �� ��w � � �8 � U � _ � a � =Z 8 �< w � J LL r � � ���j �Y wg��F� � � U 4. � 8a��o°° ����w0 2�(j�ZLL ��8 �� O W � � _ , •1•�•1'2i•d '1'�'1'21'd'O l86 '�Jd '84-B8E 'lOA L LZ6lE0liQ# '�00 ONV1 �OOH�S A1Nf10� A9l3HS ���`�d�'Oa '3Sf10dS zE �+�o�e 'ae �o� onro aviin�d �nvs �� � � � r ~ w o U ��r QQ� w�a ��j0 O a � � H � O�V N Z Of F � � $ � � ��O =U �- O �0 � 0 a � � � � u � w a � Q S � � = a � � N ��� � ��_� =��#�g io ��o� �_� � z�, =��g`� 8 ������� `- z ������g •�• O O ���.. m z�a g U-- � �4 r 7 Q p =z �� �o r� �� �w x _r � J • F � O N 2 � O w ,� � ��� Q � = Z Q O y U � '� � w Z �wQ - � � Q F o Q Z � �' w Q�°z � m � �y g N (E O � U N � Z .�.. N � z Z � Q a Q a� ma� � 0 z Z Q O J 117 H w W Q n� UU�Vr� ��Ux�� � � Q � O � � Z J � � F } �0 V''�Q z 0 � �o z� =���iVNO m X � Qm Q ~ WOwNw�¢ wu"�i�p`n�¢ H Q IA �.Nj � F W � 8 0 m u�'1 N � � o o g '� � ^�� ��v � N x � O LL �� d� Q y � x� �~� C C y Y m� tNU-� c`a��a O r. Nr � ?� y x o a I �.�,4� ;�t�� {��W �i�"3:� 0; ��:�:m ' �',��;.:�: � :�:_ , �! eyP� � 0 Z � 0 > W z � y 0 Z ,Y 5 a �N�W �a_ O � _ 3e� W�� _ � LL h� �z� rn 3 � w U � PARCEL 12PE/12CE/12AE D221099868 04/12/2021 12:36 PM Page: 1 of 18 Fee: $87.00 Submitter: Niels Brown Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. 102152 Hanna Ranch C.I.P. Sanitary Sewer tnterceptor Parcel # 12 SSE 3850 BLUEBELL DR SHELBY COUNTY SCHOOL LAND SURVEY Abstract 1375 Tract 32B STATE OF TEXAS COUNTY OF TARRANT DATE: § § KNOW ALL MEN BY THESE PRESENTS § CITY OF FORT WORTH SANITARY SEWER EASEMENT �P.� . � �� , �.1y2-! GRANTOR: RUBY FRANCES HELTON GF2ANTOR'S MAILING ADDRESS (including County): 1009 Meadow Lark Lane Weathertord, Parker County, Texas 76087 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, SANITARY SEWER EASEMENT Rev. 20200227 D221099868 perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility inGudes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, iateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Easement Property and more fully described in Exhibits "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privifege at any and aH times to enter Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interFeres in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, inGuding, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surtace of the Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surFace improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which the Easement Property was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway befonging unto Grantee, and Grantee's successors and assigns forever, and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. See Addendum attached hereto and incorporated herein by reference. In the event of a conflict befinreen the Addendum and this easement, the provisions of the Addendum shall control. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Page 2 of 18 SANITARY SBNER EASEMENT Rev. 20200227 D221099868 GRANTOR: RUBY FRANCES HELTON By. / � Ruby Fr ces Helton Signature affixed by notary in the presence of �a,�'� /�e.y� /�e%/o,• , a disinterested witness, under Section 406.0165, Government Code. WITNESS: ; By (Signature): �� � (Print Name) �' � ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT § � BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Rubv Frances Helton, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Rubv Frances Helton and that he/she executed the same as the act of said individual for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of ..�e�. S-�,.1�� p'��RV P�P ANDREW LANE BLACK 2 G`� Notary ID k131453666 s My Commission Expires r9�oF� P February 15, 2022 SANITARY SEWER EASEMENT Rev. 20200227 Notary Public in and for the State of Texas Page 3 of 18 D221099868 ACCEPTED BY: STATE OF TEXAS COUNTY OF TARRANT GRANTEE: City of Fort Worth �e�10 By (Signature):ste�e o ke (Mar i2, 2021 12:29 CST) (Print Name) Steve COOke (Tt�e) Property Management Director APPROVED AS TO FORM AND LEGALITY ✓��ir�e� ��ic��r By (Signature): (Print Name) M att M u rray (Title) Assistant City Attorney Ordinance No. 24161-04-2020 / No M&C ACKNOWLEDGEMENT � § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke , Property Management Director of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF M a r 12, 2021 opRY%(ie, NIELS BROWN 2 � Notary Public * � � STATE OF TEXAS N9�O��+P Notary I.D. 13180512-6 My Comm. Exp. Nov. 26, 2022 SANITARY SEWER EASEMENT Rev. 20200227 - - OFFICE this the date of Digitally signed by Niels � Brown Date: 2021.03.12 15:07:41 -06'00' Notary Public in and for the State of Texas Page 4 of 18 D221099868 Page 5 of 18 EXHtBiT "A" LAND DESCRlPTION PARCEL '12 —PSSE 4Q-FO�JT PERMANENT SANITARY SEVWEFd EASEMENT OUT OF AN 18.90-ACRE TRACT OF LAND SITUATED IN BLOCK 32 OF THf SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1315, TARRANT COUNTY, TEXAS BEING a tracf of land situated in Block 32 of the Shelby County School Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion of a calfed 18.90-acre tract of land described in instrument to Carl Helton, as recorded under Volume 4610, Page 288, of the Deed Records of Tarrant Co�cnty, Texas (D.R_T.C.T.), and being more particularly described by metes and bounds as follows: COMMENCING at a 7/2-inch iron rod found at the most easterly northeast corner of satd Helton tract, THENCE Along the easterly and southeasteriy lines of said Helton tract the following courses and distances: South OQ degrees 16 minutes 04 seconds East, a distance of 445.95 feet to a 1/2-inch iron rod found at the most easterfy southeas# corner af said: Helton tract; South 88 degrees 08 minutes 33 seconds West, a distance of 101.45 feet; South 88 degrees 03 minutes 23 seconcts West, a distance of 151 _61 #eet; North 01 degrees 09 minutes 22 seconds West, a distance of 98.10 feet; South 88 degrees 50 minutes 38 seconds West, a distance of 208.10 feet; South 12 degrees 44 minutes 08 seconds West, a distar�ce of 92.10 feet; South 48 degrees 17 minutes 22 seconds East, a distance of 171.77 feet; South 35 degrees 36 minutes 20 seconds West, a distance of 184.63 feet; South t39 degrees 53 minutes 11 seconds West, a distanc� of 173:98 feet to the POtNT OF BEGINNING; PARCEL 12 — PSSE 1 of 2 D221099868 Page 6 of 18 THENCE South 03 degrees 53 minutes 11 seconds West, continuing along the southeasteriy line of said Helton tract a distance af 59.93 feet ta a poinf far corner; THENCE South 51 degrees 45 mmutes 10 seconds West, over and across said Helton tract a distance of 26.06 feet to a point for comer; THENCE South 34 degrees 09 minutes 18 seconds West, continuing over and across said Helton tract a distance of 193.13 feet to a point on the souther[y line of said Helton tract; THENGE South 88 degrees 24 minu#es 25 seconds West, along the soufiherly iine of said Hel#on tract a distance of 12.00 feet to a point for comer, THENCE South 88 degrees 11 minutes 46 seconds West, continuing along the southerly line of said Helton tract a distance of 37.39 feet to a point for comer; THENCE North 34 degrees 09 minutes 18 seconds East, over and across said Hel#on tract a distance of 228.28 feet to a point for comer; THENCE North 51 degrees 45 minutes 10 seconds East, continuing over and across said Helton tract a distance of 76.88 feet to the POINT OF BEGINiVfNG and CCjNTAINtNG 10,487 square feet or 0.2408 of an acre of land, more or less. Notes: 1. Bearings are based on the Texas State Plane Coordinate System, North Gentral Zone (4202), North American Datum 1983 (2011). 2. This survey was comp)eted without the benefit of a cucrent title policy or commitment. There may be additionaf easements and/or rights-of-way that affect this property that Huitt-�ollars, I�c. has �ot been advised of. 3. An exhibit map of even survey date herewith accompanies this legal description. f certify that this sunrey was�erFormed on the ground under my supervision, �� � r atther�v T. Godlewski . ��Q a,o �� �, Registered Professionaf Land Surveyor �• � o.9�, Texas Registratio� No. 6817 +�,criM�,, �_-G�i Huitt-Zo�lars, I�c. "..." .. ... Firm Registration No_ 10025fi00 <�y�:��s orloQ.. 1717 McKinney Ave., Suite 1400 SU�;�E'� Dallas, Texas 75202 Date: Deeember 30, 2019 PARCEL 12 — PSSE 2 of 2 D221099868 �s R7 R �rn im =o O� �o � N ��� z fl � c G m Q a z O �' � � � : S+ , b�' : m �... 9' �`�? � �t:L7S� �F � • � � ;?�: �t5si� � 0 � c m _ � � N ya�o � � o _m ���� sx`c � d � w� c�`n � �1 6 � x N VS ��� �; °° s s � d O � � V i a , o m � � p Z1 � � � � -iCnwi� n�- u,,,m �mxD�.Z.� Z � � � �y .iaco c)D'm w�omz= o�oo;={m 1 � Z � � � � �����v�$ mO�a�� �w=zrn� � cn �n ,��D m m o � rn Z � v N� m � s � � `m A �. m � m��z ��i p ^'�� O �b ��� � 3 � � m � a Az c� _�� W 3 m m 4� o ��Q _� ��� � 0 ~ D = � � m C � ti (p �SX � m � O ;,� � ln o � � j � A D '� r�- m �o�oo 1 I �a � � � � � �.� I m Qi �� OT c "� Z� v= �� z� A� m �c a c � '� D <� v� � C�m -�n 0 � 3 0 O � , � N ap N CA 0 00 �O � N l�. N "'' CI) � w A � � o �J�% Q � � CAROCYN RASMUSSE DO�C. t�D19621 � 1 i$ O.P.R.LC.t. ers�E snPrisT CHURCH OF EF/ERMAN Doc. #D2030B3692 O.P.R.T.C.T_ SAUC AGUILAR AND SPOUSE,ROSA AGUIlAf2 DOC. �D21D319211 O.P_R,T:C.T. Page 7 of 18 � � � � 0 0 •�� i �m�$� -. �_����� o�gZ�z ������� ���N�� �i���� ��.j Z� � � � � ?O N � N �� x O , o Z w � O N � � j Oo O�o fTl � �� v'� �� �� 8� �� �� �� . � � S D� x o A � F m g Z � f�7 m � � � � � �.-. y N O � � g � � � � � p � � ff1 � � � � y��3� � o mm ����� �p C O�� ��z� �+C� .��� 1 � �� O D �zi� O �+�� o�m � V,�j na p r �r n°YiZ o ` �Py'ariivr+ s u�,� � �m � � i�'� ���5 �)m IN(�5 �i� ZS�a � � a ttr �? �i � y � y i ! IQ .���;.�Riy.�����.�.��� $� � m r ^ <if ���r�� � � �r � y tsi i ��� ���4 �?� 'v 4 � Q ����'n i � � � 5cOp �,�� pnmD� �:Dcc� Z1�Qn��� -1�DpOl �" / n�z�m�/ -a "� Q p a�Z� �+nCnitZ . � �� � �� g n � i I� -iom ��� mz � � �� � � I n � � C I �Z � � � � 0 -� i � ! � � N X 2 �r � � �-8 ,�5 �7 y -1 L9 �� l�.� � � _ N� ��� � � � � �� , ���� � � �i j �~� � � \ / � � m I � 1 0 —t�i_+ �Z � / ��:p �r � �4� q s 2 -I �w� 'A � I O 2�^� ?Q �a� �1 �� � �� z �r � � � � � � Q�r.�iDO G� ^'f � � Z,<; " J u� ��g�o ( L3 � -� I �c�o�zvi 1�j A G� =m0 _`mvDiz c�7+� $n� � � I m� �z0 COT A-R. BLC}CK 32 ^ r� v' m >�� ! N SHELBY COUNTY SCHQOL LAND ` VOL. 38&58. PG. 242 ! � _ P,R.T.C.T_ —�_.��____ __ LOT i. BtOCK 1 � ti = D = D m-+ C.D: HOUK r� � � m � m m�� m v, SUBOIVISION j o � G� � D' p� 3;-n � \/OL. .'i8$-5%. PL'i. %!9 m 4 t^ �� 2 r �p -[ Z i� a] P.R.LC.T. �� ; � m no mst�»z�� 2� �'�'''m �jcmn zv ''Tm �� 1 8i LOTBR,SLC}CK32 ` ` �m n�� �A 0d�-�D� SHELBY COUt�iTY i G� �� < m v s n a SCHOOL IAND ��"—� C �� Z O r�i ��� c� � � mz o.� m�o VOL 388-58� PG. 99S � � m r � c j � o �-+ m; — P-R.T:C_T. �— y D � ! y � T D � � � -rn I�17 �� < Z3 � m� �cm� c�{�m ZZ S Z � � r 0 D � -i � m �m �� ODD'�S C -°� �j$oCO � � � � 1 � m n��pm D221099868 Addendum Att�jched to and made a part of that certain SANITARY SEWER EASEMENT dated D� `�— o� � , 2021, beiween Ruby Frances Helton; 1009 Meadow Lark Ln., Weatherford, Texas 76087, as"Grantor", and the City of Fort Worth, 200 Texas St., Fort Worth, Texas 76102 as "Grantee". The provisions found in this addendum shall take precedence and rule over provisions found in the main body of the SANITARY SEWER EASEMENT ("Permanent Easement") in the event of any conflicts. 1. Grantee agrees that the Temporary Construction Easement, as described in Exhibit "C" and "D", shall be One Hundred Feet (100') in width or less during the construction of the Sewer Line provided for herein and will revert immediately to a Permanent Easement Forty Feet (40') or less in width at the completion of construction. 2. Grantee shall double-ditch the Sewer Line trench, therefore, removing and setting aside the topsoil. Thereafter, replacing all subsoil in the ditch and covering with topsoil lastly. 3. Any erosion or surface-settling resulting from the Grantee's construction of the Permanent Easement within (24) twenty-four months of construction completion will be repaired by Grantee upon request by Grantor and within a 6-month timeframe. 4. Grantee agrees that the Permanent Easement sha11 contain a single 30-inch diameter Sewer Line only. This single Sewer Line is for the transportation of human waste and sewage-water, which includes but is not limited to effluent, animal waste and by-products and pharmaceutical waste and by-products. 5. Grantee agrees to bury the single 30-inch Sewer Line to a depth of not less than 42 inches from the top of the pipe. 6. When rock conditions are encountered in the construction of the Sewer Line, rock sha11 either be replaced not less than 24 inches below the surface of the trench or shall be removed from said premises and replaced with topsoil. The word rock as used herein shall not include sand, gravel, or rocks less than 10 inches in diameter. 7. The right of ingress and egress by Grantee will be limited to a Temporary Access Easement, as described in a Exhibits "E" and "F", during the construction of the Permanent Easement. A temporary fence shall be installed by Grantee from the western boundary of Grantor's properiy to the eastern boundary of Grantor's property. Said temporary fencing shall be of a quality and installed in a workmanlike manner as to prevent livestock from entering the construction area or Temporary Access Easement. Upon completion of the Permanent Easement and its acceptance by Grantee, the right of ingress and egress by Grantee via the Page 8 of 18 D221099868 Temporary Access Easement will cease. Thereafter, the ingress and egress of the Grantee will be limited to the Permanent Easement, where it adjoins another's property only. 8. Grantor shall report any and all damages outside of the Permanent Easement incurred while Grantee is constructing, maintaining or repairing the Permanent Easement to the City of Fort Worth Risk Management Department to determine the responsibility of the Grantee. 9. Crrantee agrees that this Permanent Easement is not a conveyance of ownership and Grantor retains any and all mineral rights and any other rights within said Permanent Easement. Grantee shall not convey, sell, assign or transfer this Permanent Easement in whole or in part, without the written consent of the Grantor. 10. All fences directly adjoining the Permanent Easements, which Crrantee moved before, during and after construction of the Permanent Easement and has damaged beyond repair, will be replaced by Grantee with new fences. A new gate will be installed at each fence,line where Permanent Easement adjoins another's property. 11. Crrantor shall retain the exclusive right to grant add.itional Easements or Rights Of Way within this described Easement to third parties, but only to the extent that such additional easements or rights of way do not unreasonably interfere with Crrantee's use and enjoyment of the rights granted herein and that such additional easements are approved by Grantee and subject to an executed encroachment agreement with Grantee. 12. No signs or markers will be placed along the Sewer Line route unless otherwise required by law. 13. Grantee will notify Grantor within (30) thirty days of an address change, other than that noted above. 14. Grantor, its successors, assigns, or heirs shall in no way and at no time defend the title, rights or claims to any or all parts of this Permanent Easement on behalf of the Crrantee. 15. Crrantor reserves the right to build and/or construct any structure or improvement up to but not encroaching upon the Permanent Easement. Grantor reserves the right to, build or pave roadways, driveways, sidewalks, street crossings, and parking lots over/across the Permanent Easement. Page 9 of 18 16. Grantee agrees to protect the trees located outside the Permanent Easement while constructing, repairing and/or maintaining the Sewer Line. Grantor agrees certa.in trees located within the Permanent Easement, described in the engineering drawings referenced below, may be removed by Grantee. D221099868 17. Grantee agrees, to the extent allowed by Texas law and without waiving sovereign immunity, to defend, indemnify and hold harmless Grantor its officers, agents and employees from and against any and all claims, demands, causes of action, loss, damage, liabilities, costs and expenses (including attorney's fees and court costs) of any and every kind or character, known or unknown, fixed or contingent, for personal injury (including death), properiy damage or other hann for which recovery of damages is sought or suffered by any person or persons, including claims based on strict liability, arising out of or in connection with: (i) Grantee's actions or omissions, or the actions or omissions of its officers, agents, associates, employees, contractors or subcontractors, within the Permanent Easement or Temporary Construction Easement areas, or (ii) the existence of the Sewer Line; except that the indemnity provided for in this paragraph shall not apply to any liability resulting from the sole negligence of Grantor, its officers, agents, or employees or separate contractors, and in the event of joint and concurrent negligence of both Grantor and Grantee, responsibility and indemnity, if any, shall be apportioned comparatively. Nothing contained herein shall ever be construed so as to require Grantee to assess, levy and collect any tax to fund its obligations under this paragraph. Article XI Section 5 of the Texas Constitution provides that a city is prohibited from creating a debt unless the city levies and collects a sufficient tax to pay the interest on the debt and provides a sinking fund. The Grantee has not and will not create a sinking fund or collect any tax to pay any obligation created under this section. 18. Grantee will remedy any violations of the above agreed upon conditions within a reasonable timeframe. However, nothing herein shall be construed to excuse or relieve Grantee from any obligations of Grantee as set forth elsewhere herein, including but not limited to Grantee's obligation to restore the premises. 19. Grantee shall provide to Grantor upon completion of said Facility (2) two copies of an engineering drawing showing as to the installed the location, depth, size, and type of Sewer Line, with specific reference to the Permanent Easement Property boundaries and of Property Lines that adjoin said Permanent Easement Property and Grantor's property lines. 20. Grantee agrees to compensate Grantor for Temporary Construction Easement and Permanent Easement each by separate checks. Page 10 of 18 [SIGNATURES APPEAR ON THE FOLLOWING PAGE] D221099868 IN WITNESS WHEREOF, this instxument executed on this the date of - �� � �/ ,2021. GRANTOR: RUBY FRANCES HELTON � �� By (Signature),� �� G� (Print Name) � u bX �f Gl .}o^ Signature affixed by notary in the presence of �a,�f /��%{a,,� , a disinterested witness, under Section 406.0165, Government Code. / � � • - ' � � f� `.� � %/� — - ���, Lr,L �lr/ � _ � r � �� ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Rubv Frances Helton, known to me to be the same person whose name is subscribed to the foregoing instxument, and acknowledged to me that the same was the act of Rubv Frances Helton and that he/she executed the same as the act of said individual for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of F�� t��� . �a�.� �o���V P�a�r ANDREW LANE BLACK �/��%� '�C�%� Notary ID n131453666 Notary Public in and for the State of Texas My Commission Expires Vj9�Fp��'.'P February 15, 2022 Page 11 of 18 D221099868 ACCEPTED BY: Ordinance No. 24161-04-2020 / No M&C STATE OF TEXAS COUNTY OF TARRANT GRANTEE: CITY OF FORT WORTH i ��a �Q'� By (Sig113tuTe�: Steve o ke (Mar 12, 202112:29 CST) (Print Name) Steve Cooke (Title) Property Management Director APPROVED AS TO FORM AND LEGALITY �'ti�'����c�� ���� By (Signature): (Print Name) M att M u rray (Title) Assistant City Attorney ACKNOWLEDGEMENT 0 � BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke � Property Management Director of the C1ty of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of M a r 12, 2021 op.F�YP(ie/ NIELS BROWN _ � Notary Public * � * STATE OF TEXAS � P Notary I.D. 13180512-6 �9j�FOF�+ My Comm. Exp. Nov. 26, 2022 Digitally signed by Niels . Brown i Date: 2021.03.12 15:08:40 -06'00' Notary Public in and for the State of Texas Page 12 of 18 D221099868 Page 13 of 18 EXHIBIT "C" LAND DESCRIPTION PARCEL 12 — TCE 100-FOOT TEMPRORARY CONSTRUCTION EASEMENT OUT OF AN 18.90-ACRE TRACT OF LAND SITUATED IN BLOCK-32 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT COUNTY, TEXAS BEING a tract of land situated in Bibck 32 of the Shelby County School tand Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion ofa called 18.90-acre tract of land described in instrument to Carl Helton, as recorded under Volume 4610, Page 288, of the Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more particularly described by metes and bounds as follows: COMMENCING at a 1/2-inch iron rod found at the most easterly northeast corner of said Helton tract; THENCE Along the easterly and southeasterly lines of said Helton tract the following courses and distances: South 00 degtees 16 minutes 04 seconds East, a distance of 445.95 feet to a 1/2-inch iron rod found at ihe most easterly southeast corner of said Helton traet; South 88 degrees 08 minutes 33 seconds West, a distance of 101.45 feet; South 88 degrees 03 minutes 23 seconds West, a distance of 151.61 feet; North Q1 degrees 09 minutes 22 seconds West, a distance of 98.10 feet; South 88 degrees 50 minutes 38 seconds West, a distance of 208.10 feet; South 12 degrees 44 minutes 08 seconds West, a distance of 92.10 feet; South 48 degrees 17 minutes 22 seconds East, a distance of 171.17 feet; South 35 degrees 36 minutes 20 seconds West, a distance of 184.63 feet; South 09 degrees 53 minutes 11 seconds West, a distance of 129.03 feet to the POINT OF BEGINNING; THENCE South 09 degrees 53 minutes 11 seconds West, continuing along the southeasterly line of said Helton tract a distance of 157.17 feet to a point for corner; PARCEL 12 — TCE 1 of 2 D221099868 Page 14 of 18 THENCE South 28 degrees 33 minutes 11 seco�ds West, continuing along the southeasteriy lir�e of said Helton iract a distanee of 6.49 feet to a point for comer; THENCE South 34 degrees 09 minutes 18 seconds West, over and across said Helton fract a distance ot �42.25 teei % a polnt orr the southerly ltne of sa�d Heltor� tract; THENCE South 88 degrees 24 minutes 25 seconds West, along the southerly line of said Helton tract a distance of 48.96 feet to a point for comer, THENCE South 88 degrees 11 minutes 4fi seconds West, continuing aiorrg the southeriy line of said Helton tract a distance of 74.45 feet to a point for comer; THENCE North 34 degrees 09 minutes 18 seconds East, over and across said Hefton tract a distance ofi 254.fi9 feet to a point for comer; THENCE lVorth 5'1 degrees 45 mirnxtes 1 D seconds East, contin�ing over and across said Helton tract a distance of 115.00 feet to the PQlNT QF BEG�NNING and CONTAINING 26,181 square feet or 0.6010 of an acre of land, more or less. Notes: 1. Bearings are based on the Texas State Plane Coordinate System, North Central Zone (4202), No�th American Dattam 1983 (2011). 2_ This survey was completed without the benefit of a current title policy or commitment. There may be additional easements andlor rights-af-way that affect this property that Huitt-Zoilars, lnc. has not been advised af. 3. An exhibit map of even survey date herewl#h accompan�es th�s legal descri�tian. I certify that this survey was performed on the ground under my supervision. ;� �' �, . atthe T. Godlewski Regisiered Professional Land Surveyor Texas Registration Ho. fi817 Huitt-�ollars, Inc. Firm Registration No. 10025600 17'f 7 McKinney Ave., Suite 14a0 Dallas, Texas 75202 Date: December 30, 2019 ��jt�`�- � 'CC I+WtT11if'W �7 �GODL `M��:q� �sai7 � �y� SUE��E PARCEL 12 — TCE 2 of 2 D221099868 2�'<V � F � �2=z � J �U�~� �a � Oaa3o �� � � � C7 �N �nm a� wu�p� Z= Zz W~ _� _�w _ ^ �� — W �� _ — — � ' c� � �' � � �— , •1•�•1•21'd'0 a W � � F LL �` � � � � � t'�1'a'd L�t6LE0LZQit'�00 � p � y a� � �66 ''Jo '8S-BBE 'lOA � � W � � o � W � � � �� ONVI IOOH�S aenin�v m c.�i � p w� �¢ Z� '� A1Nf10� A6l3HS VSOa '3S(IOdS 3�°z o o �� ��' � �Q � 1 y� ��ia 'ae loi aNv atr�in�v invs a aaz �i� wo� ZZ — — — — � >o��im �a W�o 3 �� .l'�'1'a'd N��� � o �~ o o � o a 6LL '�d 'LS-8BE 'lOA � Z } > � �, W No�s��uaans '� z� ai � cn �� "' � Hf10H'0'� �m�iuga� az V � / ��I�Ol6'�101 �.L��'1'b'd'O Z69E90E�24it"�O NWY2l3/L3 �O H�21f1H� 1SIldd9 31819 � �-- — �1.�•1•a•d ''�•1"a'd'O J1 Zb2'�d'BS-98E'lOA B�I.I.LZ96LOli'�OO � oMf7 IOOH�S uNnO� l�9l3HS N3ssnwsva H��oav� LL � W � I _ _ Z£��0�8'21-b'101 — — O Z o � �Cn t r--- o i �Ug � � Zviw ZZa �� aZLL� �pw � NI enw�°° a �� o ,_,1 ZpQi.h � �� � � W�ZAU oaa�r- v � £l �Qon� r—� V Ja:d � C9 ��O �I �'�~ ZZ — a�=� — — - „ v � � ?� JI iORa / � am 0 p ►�- a� I � g/�•�O �� � � O � � L � � ) � }— N�� D s� J g� l J � = Yv �Z V � � V w m � Q � I � I m I u+ � L qp �p ' � (� i. Q t � A N Ol V � O � j�� ;�P ��A�r'" m 3�3�3 3 3 w W F4 � m.� � ao a m � � � � , � � � � � _' � �3 � R � � z � a �� N � � � I � , J � J � 1 J J' J I J J� � - o v io b ��p b .ti- � � O �[f � q � f` e0 � ppp� 3 ��rJ 3�y � 3 � � F .� � N N M � C�'1 � � - � Q � � � � �' � � � g �`� � � R z� �a� U =oF �m � v� UJ > � QZti&' ZOpNf" Oy,iCZ�U OV¢�F- ac°o� U>asa am�� o"'�$ W°�= a . J J J J � J J� J � �� = M ��� WoU, � � O � N ~ � 4p� W a 2 S(C�] � Q O �m am� � � U W F N ZQ� ¢aca Z p � � a � N � � m � g z W JQ N Q U 2 � O � O � J O W � i� O V � � ¢ � r � � � � � � J r � _ � � � � C�Q�N cp � O ¢ � Z O W � .�t, � yW,� Q � r W Q � tl� � <S G Z <� �� �� �� �� z �� W � J � J Oy in ill O O � i � Z���� Ia����# Z<�� p �W 2 � � y � Z � � � � � �� �� �Bs�N�� ���n��� � � � � � � C � C C� — � 0 n w � � � w a � 3 N � �� �� 0 rZ >o LL � � � W� U � N J O J M O J � Page 15 of 18 � � e � � � tAU� � ~ � � w z �_ ~W�� �� C� W `� � 2 a � < ma� � Wog m ¢ �p O �Uo �n ? Qt� � ZZ �i � a n�i � CY a rn 0 N � d � E m � W Q O 2 W � Q U -� w QO� 2 2O�Q O�LL�Oa�C UV��Z~ '�F' ��U1�- r�-���¢z ¢� -+ � O OVO��F U� F in a 2 YQriw�� �auQi��a a `°Y"'� Wrc U "' O !- m � � � 4 o g �: � � m a :��� uJ N x 7N� cA � N � � � � �'c~� — N� NU�� m�� o� � �� � .7 T C z � a y��O : � t 1� �� �'` ' `° �C • � : 4� Qc`4 �_: � :_ • � � d _ Q O > ¢ � y 5 z 0r� � LL �� ao _ W � � �. ¢� D221099868 Page 16 of 18 EXHIBIT "E" LAND DESCRIPTION PARCEL 12 — TAE 20-FOOT TEMPORARY ACCESS EASEMENT OUT OF AN 18.90-ACRE TRACT OF LAND SITUATED IN BLOCK 32 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT COUNTY, TEXAS BEING a tract of land situated in Block 32 of the Shelby County School Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion of a called 18.90-acre tract of land described in instrument to Carl Helton, as recorded under Volume 4610, Page 288, of the Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more particularly described by metes and bounds as follows: COMMENCING at a 1/2-inch iron rod found at the most easterly northeast corner of said Helton tract; THENCE Along the northerly and westerly lines of said Helton tract the following courses and distances: South 88 degrees 30 minutes 09 seconds West, a distance of 1045.60 feet; South 00 degrees 27 minutes 39 seconds West, a distance of 915.42 feet to the POINT OF BEGINNING; THENCE over and across said Helton tract the following courses and distances North 89 degrees 12 minutes 00 seconds East, a distance of 485.02 feet to a point for corner; South 34 degrees 09 minutes 18 seconds West, a distance of 24.40 feet to a point for corner; South 89 degrees 12 minutes 00 seconds West, a distance of 471.15 feet to a point for corner; North 00 degrees 27 minutes 39 seconds West, a distance of 20.00 feet to the POINT OF BEGINNING and CONTAINING 9,561 square feet or 0.2195 of an acre of land, more or less. PARCEL 12 — TAE 1 of 3 D221099868 Page 17 of 18 Notes: 1. Bearings are based on the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (2011). 2. This survey was completed without the benefit of a current title policy or commitment. There may be additional easements and/or rights-of-way that affect this property that Huitt-Zollars, Inc. has not been advised of. 3. An exhibit map of even survey date herewith accompanies this legal description. I certify that this survey was pertormed on the ground under my supervision. � �' _ <, Mitchell S. Pillar � Registered Professional Land Surveyor *.; �'' � �1� �� ��r ..`:.*. Texas Registration No. 5491 � .."'"� `"� ` �� � � ``':`: Huitt-Zollars, Inc. � n N ,� Fi V ``' c . .. rm Registration No. 10025600 �`'�''` 1717 McKinney Ave., Suite 1400 Dallas, Texas 75202 Date: May 6, 2020 PARCEL 12 — TAE 2 of 3 D221099868 O I� �cs I v O r �I o� CO � �I � � iL �' _ w =�aaN � ��zx� ¢a �c}i°~g �� Q N �- a¢�k �°° �x �Wwo� cnx y �Fm�l-O zW � W ~Q==� W = H a�D a����-cw_n u-� Zcn �pw �� Ow aa~ O���W¢ O¢ � U �Wo a H ¢UFZow �� >�� �¢ ¢am �� W 0 W V-Z(AN� W Q �� > � W � 2 O 2 � � �z� � �w�ww= �w U � Z� y LL U J�' F=-mUwQ? Q= _ — � oZ� ZU8 Ipw� a�c �' I U � � � o �, z � Q �f1 � L'� N O p � iz o `� Q m � � I� � Q � U m I � W I L— � � � � � w — — ZZ — — - � a� �'1'�'12!'d 1� 12! d O � o�� L66'�Jd'89-88E'lOA LlZ6L£OLZd#'�Od � � W ' ONYI "IOOH�S ySOa Sf10dS � uNno� �ai3Hs W �--�-� 1 ze ��o�a 'aa loi aNd atnin�d �nds ZW — — — — �� � '1'�'1'a'd '1'�'1'a'd'O o � 6LL '�Jd 'L5-88£ 'lOn Z.69E90EOZ0# '�od g � � NOISV1148f1S NdW2l3A3 �O � Nf10H'4'� H�2if1H� c / l)IJ0�8 ' l 10� — 1SIldHB 31818 '1'�'1'a'd '1'�'1'a'd"O Z4Z'�Jd �88-88£'lOn BLllLZ96L4#'�Od 4NY7 IOOH�S .U.Nf10� A8l3HS N3SSf1WSH21 NA1021d� as ��oia 'a-d aoi -- o— -- ¢aLL,� � a���~ w�za,v, oaa�� �V��� �N Ujaata JQ N O Q� U O Z�F- W �_� � I �Nv a �p ��� � do� � I Oata ¢��� , o �� �, , �� �_ u�IN �- � Z N ��� WaU =o� ��p U� > � 1-- W 0 N ����Q G a�T� `�° � J � O �t%���� WN � OVa°�N O� �Z t�V`� � �oo p Z o a iv v F- Z N � Z � � am � z �Z�'S66 3��6£ �LZ o00S o _ aaLL� v Qp�'�H W � Z � U oaa�� O� U� �� � W I U>ax�n: oo �� � Q� V� N F�� 0p�� W pW II a � +W � � �"T�V� ..i.. o ? �� � � � � O J U � � Q wa � ��� g�� c� m��., WOV ��V (� �¢ � � W�� v ~� � w�n: O��a o Q '�'m �V� ZV� � �� � � jfl o � �= W � O �� J 0 0 � � o � �ti � � � co ti N O � Z N o N � � 0 z 0 Q Q N J ti p p p W F- z W � r � � 2 2 � '� 0 zNa �w W a � � G � � � �=�o"'o 0 � O � � Q O U W O � � UN I�i � a � V 2� �2 � Q � 2 ����a�a •�• O O iL IL 4 !A ��a g U - - � u Page 18 of 18 �¢� u~iiN M tA U � M � x � �O� �' = Z O p W U Y� N o Z � w a p Q,,, ? � to W � O O O m ¢ O Z m O � U � � (� � Z W F ¢ z Q m man�i � � Z s u��i z°o�`Q� wLifQU�w a����ZF � � � F Z �U�N��� =�W�Om�U WQ��m¢Z �dLL=w� a �Jfn>� � ���� H � Y � N °� O J m r � � o o� � .d.�v' '��v tn �t m LL c� d� > N � �j � � C7 c c N�? _3 �� m� i° °�° o��� �� N �� � __ 0 a — J z O O w � � 0 wZ aN ¢ � � � W W� C � �Y �� �� = O F- Z Q = =o r- z �_ O �� c� U= - F ` ` _ ,.� `,_ .. A �:� _ ;, :`;; �,';\ �' _ * � �� v O Z 0 > � � y � 5 J z o� � � N N �o aZ rcrc �� rc� D221099869 04/12/2021 12:36 PM Page: 1 of 18 Fee: $87.00 Submitter: Niels Brown Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. 102152 Hanna Ranch C.I.P. Sanitary Sewer Interceptor Parcel # 12 TCE 3850 BLUEBELL DR SHELBY COUNTY SCHOOL LAND SURVEY Abstract 1375 Tract 32B STATE OF TEXAS COUNTY OF TARRANT § § KNOW ALL MEN BY THESE PRESENTS § CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE 2�4''1-1 GRANTOR: RUBY FRANCES HELTON GRANTOR'S MAILING ADDRESS (including County): 3850 BLUEBELL DR EVERMAN, TARRANT COUNTY, TX 76140-3517 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor, does hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, as described and depicted in Temporary Construction Easement Rev.20�9�210 D221099869 accordance with Exhibits "A" and "B", attached hereto and made a part hereof, and ingress and egress over Grantor's property to the Easement Property. It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing sewer improvements. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. See Addendum attached hereto and incorporated herein by reference. In the event of a conflict between the Addendum and this easement, the provisions of the Addendum shall control. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Page 2 of 18 Temporary Construction Easement Rev. 2019'12'I 0 D221099869 GRANTOR: RUBY FRANCES HELTON By: v u b�s elto Signature affixed by notary in the presence of _�a,�/ /�P,-��+ 7e% , a disinterested witness, under Section 406.0165, Government Code. WITNESS: � By (Signature): - � ��c.J (Print Name) � •- � ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Rubv Frances Helton, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Rubv Frances Helton and that he/she executed the same as the act of said individual for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of Fel,. 8'� �z� %�'� =�.t7`RYP�/P��� ANDREW LANE BLACK Notary Public in and for the State of Texas Notary IO n131453666 My Commission Expires V'9 � p;�*P February 15, 2022 Page 3 of 18 Temporary Construction Easement Rev. 20191210 D221099869 ACCEPTED BY: Ordinance No. 24161-04-2020 / No M&C STATE OF TEXAS COUNTY OF TARRANT GRANTEE: City of Fort Worth �- � By (Signature): ste�e o ke (Mar 12, 2021 12:29 CST) (Print Name) St2V2 COOk2 (Title) Property Management Director APPROVED AS TO FORM AND LEGALITY ����� �� �� By (Signature): (Print Name) � att M u rray (Title) Assistant City Attorney ACKNOWLEDGEMENT � � BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke , Property Management Director of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of M a r 12, 2021 o,�p,RY/'ve, NIELS BROWN _ � Notary Public * � + STATE OF TEXAS NT GV � Notary I.D. 13180512-6 9��FS�+ My Comm. Exp. Nov. 26, 2022 Temporary Construction Easement Rev. 20191210 Digitally signed by Niels � Brown ; Date: 2021.03.12 15:16:06 -06'00' Notary Public in and for the State of Texas Page 4 of 18 D221099869 Page 5 of 18 EXHIBIT "A" LAND DESCRIPTION PARCEL 12 — TCE 100-FOOT TEMIPRORARY CONSTRUCTI�N EASEMENT �UT OF AN 18.90-ACRE TRACT OF LAND SITUATED IN BLOCK 32 OF THE SHELBY CQUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT CCIUNTY, TEXAS BEING a tract of land sit�ated in Block 32 of the Shelby County School Land Survey, Abstract No. 1375, Tarrant Gounty, Texas, and being a portion of a called 18.SG1-acre tract of land described in instrument to Car� Helton, as recorded under Volume 4610, Page 288, of the �eed Records of Tarrant County, Texas (D.R.T.G.T.), and being more partic�alar{y described by metes and bounds as follows: COMMENCING at a 1/2-inch iron rod found at the most easferly northeas# corner of said Helton tract; THENCE Along the easterly and southeasterly lines of said Helton tract the following courses and distances: South 00 degrees 16 minutes 04 seconds Eas#, a distance of 445.95 feet to a 1/2-inch iron rod found at the most easterly so��heast corner of said Helton tract; Sou#h 88 degrees 08 minu#es 33 seconds West, a distance of 101 _45 feet; South 88 degrees 03 mi�r�utes 23 seconds West, a dis�ance of 151.6'! feet; North 01 degrees 09 minutes 22 seconds West, a disfance of 98.10 feet; South 88 degrees 50 minutes 38 seconds 1Nest, a distance of 208.10 feet; South 12 degrees 44 minutes 08 seconds West, a distance of 92.10 feet; South 48 degrees 17 mir�utes 22 seconds Easi, a distance of 171.17 feet; South 35 degrees 36 minutes 20 seconds 1Nest, a distance of 184.63 feet; South 09 degrees 53 minufes 1 a seconds West, a distance of 129.Q3 fieet to the POINT OF BEGINNING; THE'�10E South 09 degrees 53 minutes 11 seco�tds West, confinuing along the southeasterly line of said Helton tract a distance of 157.17 feet to a point for corner; PARCEL 12—TCE l of 2 D221099869 Page 6 of 18 THENCE South 28 degrees 33 minutes 11 seconds Wesi, continuing along the southeasterly line of said Helton tract a distar�ce of 6.49 feet to a point for comer; THENCE South 34 degrees D9 minutes 18 secor�ds West, over and across said Herton tract a distance of 142.25 feet to a point on the southerl line of sa'd H I �ract; y r e ton THENCE South 88 degrees 24 minutes 2� seconds West, along the sou�herly l�ne of said Helton tract a distance of 48.96 feet to a point for comer, THENCE South 88 degrees 11 minutes 46 seconds West, conti�uing along the southerly line of said Helton traet a distance of 74.45 feet to a point for corner; THENCE North 34 degrees 09 minutes 18 seconds East, over and aeross said Fie[ton tract a diskance of 254.69 feet to a�oint for corner, THENCE North 51 degrees 45 minutes 10 seconds East, continuing over and across sai�l Helton tract a distance of 1'[5.00 feet to the POINT OF BEGINNING and CONTAfNING 26,181 square feet or 0.601 a of an aere of land, more or less. Not�.s: 1. Bearings are based on the Texas State Plane Coordinate System, North Central Zone (4202�, North American Datum '! 983 (20'! 1}. 2. This survey was completed without the benefit of a current title policy or commitment. There may be addiiional easerr�ents and/or rights-of-way that affect this property that Huitt-Zollars, Inc. has not been advisecf of. 3. An exhibit map of e�en survey date herewith accorrapanies this lega� description. I certify that this survey was pertormed on the ground under my s�pervision. � � ' atthe T. Godlewski Registered P�rofessional Land Surveyor Texas Registration No. 6817 Huitt-Zollars, lnc. Firm Registration No. '� 0025600 1717 McKinney A�e., Suite 14a0 Dallas, Texas 75202 Date: December 3a, 2019 lStij i P�' � MATiHEW T. C�f ,���N���W����M�.�• ' q,9 6817 � �' a c �~'� Sua� PARCEL 12—TCE 2 of 2 D221099869 -� � m [[�//{{ T � 3b" z� aA a m �O r z 0 � C C 1 0 S _ fl � V Page 7 of 18 a ��. �� 's i : �"y�: m:�;��a V , n1. C ;�' ���r �_ � "•_ �� � � _ �y c j �IV �IIV� �� �N � ���� � J�� � � �� „o � x N f� y ..N.� CNiT . v�-+ a° a D j gm �, �y V 0 m 0 oN m nm Cn � m � � C N ... O ��rn�D� ��{o�p= O-�'inor�ta ZD�°�N�� ��-Z-io ' Ca � z � O � � � �Op zmz �O� D r � f,I) 2rn m O m D � � � � z m �^�", m z f/� ^� n � O m sg�„ 3 oomm � �z = D m � 3 m m � t�n T+� v � � Z � Z � _ � q 0 m t� 3=�c � �mv' O O -Z-I -�i j v a m O r � o� N _� m� o� c� z= 0 c -Di A� � C < � C � v� .� z� 0 .il � m 0 Q Z n y � � � O o ��• �_����� m � � �_���� ������� Z a ~ � � � �"���.N�4 i�Rexoo" ���o� � � N � y � � N � r-' G� � � a v �' � m� �� 8� � ('y') �� d� O 0 — �m +y 3 m� mo O � � N � � 0 � � A �0.°mw 0 -"Cn�7� �� N� � D�:a� � � � � Z r � ,� g � x � n � D r m o Z � � m � � � DO� Op� OC>3 pc� �QZ� ���O��a�- .,�sC N � � i nN� Ci�in ;�N� -iN�m �%� G�iC r j O N Z a � Cri Vri a W N � m � p�Oo pOm�O �°ozaa '.-�i�aDvO � N � � Z � m `°��z � � `o r� D ��� ;-i O = m ��� �Z � � a � o � a p r �n � � Q: V d. � �,�j Of � � � ; � � � � � � � � f � f f � � � a V N � � � O m 0 f�J. V Q Q Q � ('�T 7 > � i � � � r [T � fJ N O � -W _ � W � � � � � o � a � 'n b " a � f:i m N m 1q ' w} � o m 4 m � 2 1{ � � � c m m m i1� a a m N ?' c�'� o a � $ �e � � � `� y s �n � ID = � � a r °� Im ���� _1-�7 Z � 0 r.1 W v+ � J Ls � CS 0� C N "'� " � � j C � � � rn O � m � �� �% O CT � I � .� � � m� � / ;oseo �7 � 0 ��� �r � m � CARDLYN RASMU3SEN DOC. #D'19621i'1;8 Q.P.R.T.C.T_ _ -�G . $��� Z� ��o I� � Z N I ����0 �T NQ ��zaa --� c� �,°D� L3 0 0 ����m I 0° "-�'O I � m � � r -. � i'�r� O a� v� N Q 4 _'m�z � A � 8cZ"�Z � _ _ � -i I LOT A-R, BLOCK 32 � m ��� SHELBY COUNTY SCHOOL LAND —� VOL. 388-58, PG. 242 �� P.R.T.C.T_ — 1 _ � _ — _ _ _ —!— BIBLE BAPTIST LOT �, BLOCK 1 � a = D � a�n g m-� CHURCH C.D. HOUK � � mr�j � �'� � 3 Z vr OF EVERMAN SUBDNISION a o$ fl Q ? D p� 3 3� N I3oc, #D203063692 VOL. 388-57, PG. 779 m O r-r� = r m��Z 3 � O.P.RT.C.T. P.R.T.C.T. 3$� a w^� a D m= r�n z �� r"'" ��m �mtn zv �" j — — — — � �D � Q� a�D a sau�a�u��aR,anto SPOUSE,ROSA AGUILAR DOC. #D29Q319211 O.P.R.T.C.T. LOT BR, BLOCK 32 l m ��° a � v <� Z� s SFiELBY COUNT`f l s'° 'L�, ? � O m� a� c� SCHOOL LAND 4�� � ��,, m m z o j A m�� VOL 388-58. PG. 997 � 1 m m P � � �= Z 3 P.R.T.C.T. L > � � cn = � a � .�y � r m� — — � ��i m — — — m� �c�� C �m xz �omrm� iGi �C N�' � m �� OnaQ= C .D� �j�(}O � �!}�O j�-i r g Z' S Z -1 � m C����m D221099869 Addendum Attached to and made a part of that certain SANITARY SEWER EASEMENT dated ��. tS'�l'1i , 2021, between Ruby Frances Helton; 1009 Meadow Lark Ln., Weatherford, Texas 76087, as "Grantor", and the City of Fort Worth, 200 Texas St., Fort Worth, Texas 76102 as "Grantee". The provisions found in this addendum shall take precedence and rule over provisions found in the main body of the SANITARY SEWER EASEMENT ("Permanent Easement") in the event of any conflicts. Grantee agrees that the Temporary Construction Easement, as described in Exhibit "C" and "D", shall be One Hundred Feet (100') in width or less during the construction of the Sewer Line provided for herein and will revert immediately to a Permanent Easement Forty Feet (40') or less in width at the completion of construction. 2. Grantee shall double-ditch the Sewer Line trench, therefore, removing and setting aside the topsoil. Thereafter, replacing all subsoil in the ditch and covering with topsoil lastly. 3. Any erosion or surface-settling resulting from the Grantee's construction of the Permanent Easement within (24) twenty-four months of construction completion will be repaired by Grantee upon request by Grantor and within a 6-month timeframe. 4. Grantee agrees that the Permanent Easement shall contain a single 30-inch diameter Sewer Line only. This single Sewer Line is for the transportation of human waste and sewage-water, which includes but is not limited to effluent, animal waste and by-products and pharmaceutical waste and by-products. 5. Grantee agrees to bury the single 30-inch Sewer Line to a depth of not less than 42 inches from the top of the pipe. 6. When rock conditions are encountered in the construction of the Sewer Line, rock sha11 either be replaced not less than 24 inches below the surface of the trench or sha11 be removed from said premises and replaced with topsoil. The word rock as used herein shall not include sand, gravel, or rocks less than 10 inches in diameter. 7. The right of ingress and egress by Grantee will be limited to a Temporary Access Easement, as described in a Exhibits "E" and "F", during the construction of the Permanent Easement. A temporary fence shall be installed by Grantee from the western boundary of Grantor's properly to the eastern boundary of Grantor's property. Said temporary fencing shall be of a quality and installed in a workmanlike manner as to prevent livestock from entering the construction area or Temporary Access Easement. Upon completion of the Permanent Easement and its acceptance by Grantee, the right of ingress and egress by Grantee via the Page 8 of 18 D221099869 Temporary Access Easement will cease. Thereafter, the ingress and egress of the Grantee will be limited to the Permanent Easement, where it adjoins another's property only. 8. Grantor shall report any and a11 damages outside of the Permanent Easement incurred while Grantee is constructing, maintaining or repairing the Permanent Easement to the City of Fort Worth Risk Management Department to determine the responsibility of the Grantee. 9. Grantee agrees that this Permanent Easement is not a conveyance of ownership and Grantor retains any and all mineral rights and any other rights within said Permanent Easement. Grantee shall not convey, sell, assign or transfer this Permanent Easement in whole or in part, without the written consent of the Grantor. 10. All fences directly adjoining the Permanent Easements, which Grantee moved before, during and after construction of the Permanent Easement and has damaged beyond repair, will be replaced by Grantee with new fences. A new gate will be installed at each fence line where Permanent Easement adjoins another's property. 11. Grantor shall retain the exclusive right to grant additional Easements or Rights Of Way within this described Easement to third parties, but only to the extent that such additional easements or rights of way do not unreasonably interfere with Grantee's use and enjoyment of the rights granted herein and that such additional easements are approved by Grantee and subject to an executed encroachment agreement with Grantee. 12. No signs or markers will be placed along the Sewer Line route unless otherwise required by law. 13. Grantee will notify Grantor within (30) thirty days of an address change, other than that noted above. 14. Grantor, its successors, assigns, or heirs shall in no way and at no time defend the title, rights or cla.ims to any or all parts of this Permanent Easement on behalf of the Grantee. 15. Grantor reserves the right to build and/or construct any structure or improvement up to but not encroaching upon the Permanent Easement. Grantor reserves the right to, build or pave roadways, driveways, sidewalks, street crossings, and parking lots over/across the Permanent Easement. Page 9 of 18 16. Grantee agrees to protect the trees located outside the Permanent Easement while constructing, repairing and/or maintaining the Sewer Line. Grantor agrees certain trees located within the Permanent Easement, described in the engineering drawings referenced below, may be removed by Grantee. D221099869 17. Grantee agrees, to the extent allowed by Texas law and without waiving sovereign immunity, to defend, indemnify and hold harmless Grantor its officers, agents and employees from and against any and all cla.ims, demands, causes of action, loss, damage, liabilities, costs and expenses (including attorney's fees and court costs) of any and every kind or character, known or unlrnown, fixed or contingent, for personal injury (including death), property damage or other harm for which recovery of damages is sought or suffered by any person or persons, including claims based on strict liability, arising out of or in connection with: (i) Grantee's actions or omissions, or the actions or omissions of its officers, agents, associates, employees, contractors or subcontractors, within the Permanent Easement or Temporary Construction Easement areas, or (ii) the existence of the Sewer Line; except that the indemnity provided for in this paragraph shall not apply to any liability resulting from the sole negligence of Grantor, its officers, agents, or employees or separate contractors, and in the event of joint and concurrent negligence of both Grantor and Grantee, responsibility and indemnity, if any, shall be apportioned comparatively. Nothing contained herein shall ever be construed so as to require Grantee to assess, levy and collect any tax to fund its obligations under this paragraph. Article XI Section 5 of the Texas Constitution provides that a city is prohibited from creating a debt unless the city levies and collects a sufficient tax to pay the interest on the debt and provides a sinking fund. The Grantee has not and will not create a sinking fund or collect any tax to pay any obligation created under this section. 18. Grantee will remedy any violations of the above agreed upon conditions within a reasonable timeframe. However, nothing herein shall be construed to excuse or relieve Grantee from any obligations of Grantee as set forth elsewhere herein, including but not limited to Grantee's obligation to restore the premises. 19. Grantee shall provide to Grantor upon completion of said Facility (2) two copies of an engineering drawing showing as to the installed the location, depth, size, and type of Sewer Line, with specific reference to the Permanent Easement Property boundaries and of Property Lines that adjoin sa.id Permanent Easement Property and Grantor's property lines. 20. Grantee agrees to compensate Grantor for Temporary Construction Easement and Permanent Easement each by separate checks. Page 10 of 18 [SIGNATURES APPEAR ON THE FOLLOWING PAGE] D221099869 IN WITNESS WI�REOF, this instrument executed on this the date of ��_ � ,�/ , 2021. GRANTOR: RUBY FRANCES HELTON By (Signature): (Print Name) %�t,��Y ��-�o�n. Signature affixed by notary in the presence of _�ti,r/ /�Co /�e�/�o..� a disinterested witness, under Section 406.0165, Government Code. WITNESS: By (Signature): (Print Name) �� ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ruby Frances Helton, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Rubv Frances Helton and that he/she executed the same as the act of said individual for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of �e�. ��� , �OZ.I ��;a� � =ptPFYPVP�r ANDREW LANE BLACK Notary Public in and for the State of Texas N ota ry I D# 131453666 s MyCommissionExpires ''�oF� P February 15, 2022 Page 11 of 18 D221099869 ACCEPTED BY: GRANTEE: CITY OF FORT WORTH �_ � By (Signature): ste�e o ke (Mar 12, 2021 12:29 CST) (Print Name) Steve Cooke (Title) Property Management Director APPROVED AS TO FORM AND LEGALITY ������ ���� By (Signature): (Print Name) M att M u rray �Title� Assistant City Attorney Ordinance No. 24161-04-2020 / No M&C ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke � Property Management Director of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN iTNDER MY HAND AND SEAL OF OFFICE this the date of Mar 12, Z�ZI Digitallysigned byNiels � Brown i Date: 2021.03.12 15:17:38 -06'00' O,�pRYP(�e, NIELS BROWN Not Public in and for the State of Texas 2 � Notary Public � *O+ STATE OF TEXAS N P Notary I.D. 13180512-6 T9�FOF�� My Comm. Exp. Nov. 26, 2022 Page 12 of 18 D221099869 Page 13 of 18 EXHIBIT "C" LAND DESCRIPTION PARCEL 12 — TCE 100-FOOT TEMPRORARY CONSTRUCTION EASEMENT OUT OF AN 18.90-ACRE TRACT OF LAND SITUATED IN BLOCK 32 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT COUNTY, TEXAS BEING a tract of land situated in Block 32 of the Shelby County School Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion of a called 18.90-acre tract of land described in instrument to Carl Helton, as recorded under Volume 4610, Page 288, of the Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more particularly described by metes and bounds as follows: COMMENCING at a 1/2-inch iron rod found at the most easterly northeast corner of said Helton tract; THENCE Along the easterly and southeasterly lines of said Helton tract the following courses and distances: South 00 degrees 16 minutes 04 seconds East, a distance of 445.95 feet to a 1/2-inch iron rod found at the most easterly southeast corner of said Helton tract; South 88 degrees 08 minutes 33 seconds West, a distance of 101.45 feet; South 88 degrees 03 minutes 23 seconds West, a distance of 151 _61 feet; North 01 degrees 09 minutes 22 seconds West, a distance of 98.10 feet; South 88 degrees 50 minutes 38 seconds West, a distance of 208.10 feet; South 12 degrees 44 minutes 08 seconds West, a distance of 92.10 feet; South 48 degrees 17 minutes 22 seconds East, a distance of 171.17 feet; South 35 degrees 36 minutes 20 seconds West, a distance of 184.63 feet;_ South 09 degrees 53 minutes 11 seconds West, a distance of 129.03 feet to the POINT OF BEGINNING; THENCE South 09 degrees 53 minutes 11 seconds West, continuing along the southeasterly line of said Helton tract a distance of 157.17 feet to a point for corner; PARCEL 12—TCE 1 of 2 D221099869 Page 14 of 18 THENCE South 28 degrees 33 minutes 11 seconds West, continuing along tF�e southeasterly line of said Helton tract a distar�ce of 6.49 feet to a point for corner; THEi�CE South 34 degrees 09 minutes 18 seconds West, over and across said Hefton tract a distance o€ 142.2� �eet to a point or� ihe sou#her�y �ar�e of sard Heltorr tract; THENCE South 88 degrees 24 minutes 25 seconds West, along the southerly line o� said Helton tract a distance of 48.96 feet to a point for corr�er; THENCE Souih 88 degrees '11 rninutes 46 seconds West, continuing along the southerly line of said Helton tract a distance of 74.45 feet to a point for comer; THENCE North 34 degrees 09 minutes �8 seconds East, o�er and across said Helton tract a distance of 254.69 feet to a point for comer, THENCE North 59 degrees 45 min�tes 1D seconds East, contir�uing over and across said Helton tract a distance of 1'15.00 feet to the P�INT OF BEGINNING and CONTAINING 26,181 square feet or 0.6Q10 of a�n acre of land, more or less. Notes: 1. Bearings are based or� the Texas State Plane Coordinate System, Nor#h Central Zone �4202), North American Datum 1983 (2011). 2. This survey was completed without the benefit of a current title poiicy or commitment. There may be additional easements andlor rights-of-way that aifect this property that Huitt-Zollars, Inc. has not been ad�ised of. 3. An exhibit ma� of even survey date herewith accorra{aanies this �egaA descriptiort. I cectify that this survey was pertormed on the ground under �ny supervision. �, i • aithe T. Godlewski Registered Professional Land Surveyor Texas Registration No. 8817 Huitt-Zollars, lnc. Firm Registration No. 10025fi00 1717 McKinney A�e., Suite 1400 Dallas, Texas 75202 Date: December 30, 2019 � -�o :�� .:�...+ � T. (i0DL�4VS1(i ......,;....� 6817 .,.�_ ., PARCEL 12 — TCE 2 of 2 D221099869 = c> >" J t~] w � � O � � _ � N I � � � '1'�'t2i'd'0 t LZ6 LEOLZd# '�O❑ atnin�v vsOa'3S�Ods 4Nf/ 21HlIfl�Jtf lf1dS �l•��.��a�d�o Z69£90EOZO# '�d rvdwaan3 �o H�2il1H� 1Slldtf8 31818 '!'�'12!'d'O SLL64Z96LQ#'�OQ N3SSf1WSE23 NA?Oatl� C� � L►1 J � °- o� O w '� W a a � \ d m 0 �' � r � �g��r�0 �� \` -, O J r Z UI . ��/ �—� � � �oo° s� 8j m v ZZ � � � '1'�'12i'd � I ZbZ '�d '@S-88E 'lOA J aNtfl IOOH�S J.1Nf10� 1�913HS LL �g w � � _ _ Z£ ��O'78 '2i-tf 101 I OZ3 o�j O zZ8 �� � <Z�Wi.^ I �W� � JI ¢W�m� 0 o n a � �tl o � o<<�'� O � � �', QQ�O� N U>Qaca r J� LLZ �<��o I Z�F p z W�_o r � �NV ~Z _ a _ c� r Z - �z��=LL a� " � �w �l'�'12i'd w �- p � �k L66 '0Jd '8S-B8E 'l0/� g � � � � W o z � � � �--� I aN�,00k�s ¢v=oa� aa¢ ZQ�� W J.1Nf10�J�813HS �Q�Q�p Uo ��V ¢� � I ZEN�Ol9'2i8101 r � az v�� w o~ ZZ -- � o W � = m o ¢ W � o � � � �1'�'1'a'd �� F w F� Q� p p o� 6LL '�Jd 'LS'88E 'lOA � LL�� v Z ���,, }� � r�i w NOISI/UQ9f1S "� z� vi a v� �� � � �f10H'0'� �mS�<� ¢_ " � , ���o�a'�lo� ��J~U W � z x a � O � 0 -� �U~ � > 7 o�or3 �� aa �aaa.� � w � �N =l- � l L �J m Q H Wmp� ZZ 1W- � ~ � >W W — — � � Lil >�� _W q� O tW � J � 1� � m N �O p GI 7 I N I.�- °' 3 3 3 3 3 W W � Q � � � n Q M a 41 m N � � ry � � c c � '� � �r'i i%i � � 2 2 C J � j., J J I J I J ! oe Q io Lbp bm a � � J � b Ol R � ^ m � � 3 3 3 3 3�+ 3 � � � � � � o � � � � p � Q � � �°����y�� � a m ZN �a~ U =o� J(O� � P � Up > 0 ¢¢�Q z� W � Z���CJ O a Q � H O Q Q � � � U>Qaca pQm�jO ���o w�zo a Ja o, c N �e n m � m � ao C -� J. J J J J J �� �� w�Cj �NCj H a � W M � � � � N O � N �f� <o� zp� waa ¢aea ��0� z�O� _ ¢ ' � I H ( !w I W � o ? o W J U � O V _ a o � 0 � J Z W � � V ~ � ¢ � � N � � r H J � O Z U � o � �aN� � O �� Z O W a� �� W � J H {Li — 0 0 �- C7 2 <g az �4� LS � � m 8 o� � 2 ge m �= z �� �i a� J � � 2 < o� z���x �g�#. � i a "a r.. �g ������z ���g��� �' g��F�i � u, �- � � � � � � a � � � � � ��� � ��a g c� - - z O 0 w � � O W � a� a> 3� > > � �w �� ¢� =O �z >� LL � �� �_ _� N J O � M O J � Page 15 of 18 � � o .. �� `. O tA U `g� � X = W � � � � � � = Z p ~ w z � �� � } � N �j W � � o w � z m a F a`� z � � Woo � m Q � 2 V o�g� o � � Z W iti t� a Z H m m a � � W o � �a w ¢ O 'n z Z��¢ O�LLVO� �UO�z� ���, o��>- U� � � � � j Q 2 � � p � � � mZw�v�O XpUp}mr w U� F m Q 2 }Qt�w>Q �a�ai�a a � Y � ~ W �" O f... J 0 m � y O m 08 ^ � ��v '� � v � N x C � llLL yr > y \ . 0�7 N � cc~� � tlj � H U �� ��o o� � y '�.. N. '> N = c 0 � a `O � � '. P. '�s3cfO ��'" � : ei � 0 z K O i z � y c g a z� 0 � w z' a� Z �¢ W ,� �� �� D221099869 Page 16 of 18 EXHIBIT "E" LAND DESCRIPTION PARCEL 12 — TAE 20-FOOT TEMPORARY ACCESS EASEMENT OUT OF AN 18.90-ACRE TRACT OF LAND SITUATED IN BLOCK 32 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, � TARRANT COUNTY, TEXAS BEING a tract of land situated in Block 32 of the Shelby County School Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion of a called 18.90-acre tract of land described in instrument to Carl Helton, as recorded under Volume 4610, Page 288, of the Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more particularly described by metes and bounds as follows: COMMENCING at a 1/2-inch iron rod found at the most easterly northeast corner of said Helton tract; THENCE Along the northerly and westerly lines of said Helton tract the following courses and distances: South 88 degrees 30 minutes 09 seconds West, a distance of 1045.60 feet; South 00 degrees 27 minutes 39 seconds West, a distance of 915.42 feet to the POINT OF BEGINNING; THENCE over and across said Helton tract the following courses and distances North 89 degrees 12 minutes 00 seconds East, a distance of 485.02 feet to a point for corner; South 34 degrees 09 minutes 18 seconds West, a distance of 24.40 feet to a point for corner; South 89 degrees 12 minutes 00 seconds West, a distance of 471.15 feet to a point for corner; North 00 degrees 27 minutes 39 seconds West, a distance of 20.00 feet to the POINT OF BEGINNING and CONTAINING 9,561 square feet or 0.2195 of an acre of land, more or less. PARCEL 12 — TAE 1 of 3 D221099869 Page 17 of 18 Notes: 1. Bearings are based on the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (2011). 2. This survey was completed without the benefit of a current title policy or commitment. There may be additional easements and/or rights-of-way that affect this property that Huitt-Zollars, Inc. has not been advised of. 3. An exhibit map of even survey date herewith accompanies this legal description. I certify that this survey was performed on the ground under my supervision. Mitchell S. Pillar ���E.`�`. r£�� � 5.�;,GoIFa,.,�. � Registered Professional Land Surveyor *.:'.. . ,� � �� Texas Registration No. 5491 ""T�"F -�� � �,:r*. .... ..i. .^ .............. 491 Huitt-Zollars, Inc. �����-k-�_:�::';��- � � �...... . y Firm Registration No. 10025600 ° '�'``"`- 1717 McKinney Ave., Suite 1400 Dallas, Texas 75202 Date: May 6, 2020 PARCEL 12 — TAE 2of3 D221099869 �°Z=� � �UO~-� �Q o=,o¢a w� �°¢�� jm � W W O� � x u7 W� m� LL Z W � W ~ } _ ¢ � � = W M � ~ � � ~ (� � ~ ~ M U � � � � � Z Z � � U a �W�W¢ o¢a K�riF ?iQ~Qa W UU W �'? � >LL� yH yU ���2�z ox 00 ���w�cn �� � yW�wW= �� U Z fn tL V J� �m�w¢? ¢x — — I O i�a zo � U $ I Z W $ d�� �� � �U O I� �I O r �I ol 0 M �I � � I � I m I X W L W � � CCl z �^ Q ` J� N O � � =z o� Q m � � � � Q U m J W � � F � m w � — — Zz — — - � � � �— n�l���l�a�d A '1'�'i'a'd'o�1 � �� �ss Jd �8CJ�88� 10/\ ��zs����7iQ# JOQ �� W I 4Nb"1 �OOH�S atnin�d °� � 1J.Nf10� ,1813HS b'S02! '3Sf10dS W �ie 'aa loi aNd atnin�d �nds zW — — — — �� W 1� 1 2! d '1'�'1'2!'d'O O � 6LL '�Jd 'L9-88£ 'l0/� Z69£90£OZ4# '�od � � W Noisiniaens Ndwaan3 do �IfIOH'0'� H�2lf1H� c � 6 �I�OlB ' L 101 1Slldb'8 31818 '1'�'1'a'd '1'�'1'a'd'O Z4Z'`Jd �85-88£'l0/� 86LL6Z96L4#'�OQ 4N`dl IOOH�S 1J.Nf10� ,1813HS N3SSf1WSH2! NA102!`d� _ _ aE ��ois '2!-`d 101 o — — ¢¢�� �w�� � Z�or~ W � Z � U �¢Q�F ¢¢��� �N U�¢#�- �n p��OO za� W�=� � � C�7 M � a 00 N ~ � n: � I io�a � O O Q �o � � O � � � / \ �`'� � � "'iN � m Z N °�� Wav = o F J (p d' ��o U 0 i � I-- � j � � ��~�Q 0 W N O" (Q a a � � � �W-�� O ~ W � � � W O O Q N O LL Z � V a � � t0 O Z o Q N� F- Z N � d m � � Z ,Zi�'966 3��6£ �LZ o00S o _ aa�� z � Z��N�--� W � Z � U � ¢ Q F �� V � �w O� U � � � � W O'J¢c�a c�•i a� W �_� O W �? �2 W a � �K O Z V� W �w ��p �m O -� KV � n� � m� U mw O�aU W �U (� p� ¢ �� O Z �� O = � W w�a ¢�a d �m QUO �UO Q w �� � Q� �� O � a= W � O C� J 0 0 �� o � � � �ti � � � M � N a O 0 0 0 Z N � N � � o J z N 3 N ¢ o � � o = � pg F-- y (n � W W W � ¢ w � � w � � � N H � Z 2�� � N 0 d' � � � K � � U � 0 W V Z � � d O � d' 4' � G N � U O O � N J = ����a�a •�• O O � l� L� N ��a � U - - — O — � z O � W � � Q wZ a� Q> :: � � W i� : : > a :a-:... > � }F' �} ti:o-, �� i.,_:w .Ecn fn � U � ��1 � : � �l _ � �=' � � v ': �.`�. Z � Z 2'• :`� H � : � Z ' *'F`'� >� LLO �� a' � wW U � Page 18 of 18 �a� �zN m a�o m �o� a = Z Q � ~ � Z p H U � � 'Ur' W � � O Z � w a o � mZF c� W � o 0 0 m ¢ O Z m O "'�N � C7 v UJ �ZW F m m a � O 0 � z W �g cWn z�{'� wwQ= � UJQO�Z~} �WN��UF- mQJ o�F'O x}U O}0°� H W�Q�w}a Q d 2 W � a C�u�i� � � N � F � F � Y � 0 � U N � m � � � o �o n o� � N �.�j r �j � v �N X o �° j N � �� >n w � �j�FM C C N M Y m� ` U �� ��o o� � N n v .= r � = c 0 a � O O w � � � 0 Z g J Z Op � � � Q W N J LL O a�o �aZ 0 J �d' W F LL 2 � � ~ww ��� D221099870' 04/12/2021 12:36 PM Page: 1 of 18 Fee: $87.00 Submitter: Niels Brown Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� � MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. 102152 Hanna Ranch C.I.P. Sanitary Sewer Interceptor Parcel # 12 SSE 3850 BLUEBELL DR SHELBY COUNTY SCHOOL LAND SURVEY Abstract 1375 Tract 32B STATE OF TEXAS COUNTY OF TARRANT DATE § § KNOW ALL MEN BY THESE PRESENTS § CITY OF FORT WORTH TEMPORARY ACCESS EASEMENT _ � GRANTOR: RUBY FRANCES HELTON GRANTOR'S MAILING ADDRESS (including County): 1009 Meadow Lark Lane Weatherford, Parker County, Texas 76087 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor, does hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and TemporaryAccess Easement Rev. 20200305 D221099870 along the Easement Property situated in TARRANT County, Texas, as described and depicted in accordance with Exhibits "A" and "B", attached hereto and made a part hereof. It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of accessing and constructing sewer improvements. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Access Easement shall cease. TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the cessation or expiration of the rights granted hereunder. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. See Addendum attached hereto and incorporated herein by reference. In the event of a conflict befinreen the Addendum and this easement, the provisions of the Addendum shall control. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Page 2 of 18 Temporary Access Easement Rev. 20200305 D221099870 GRANTOR: RUBYFRANCES HELTON By: � � Ruby Frances Helt Signature affixed by notary in the presence of �4,•i I�.'el�f� �T�-�-}a, , a disinterested witness, under Section 406.0165, Government Code. WITNESS: By (Signature): r (Print Name) l..i. �� ! j�f'I ��' � � ,�� ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Rubv Frances Helton, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Rubv Frances Helton and that he/she executed the same as the act of said individual for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of �e�• �� �-02� ,� G�� 2o.�*F"Pue�� ANDREW LANE BLACK Notary Public in and for the State of Texas Notary ID n131453666 My Commission Expires �j'q�0-ZE P February 15, 2022 Page 3 of 18 Temporary Access Easement Rev.20200305 D221099870 ACCEPTED BY: GRANTEE: City of Fort Worth By (Signature): ste��ar i2, 2021 12:29 CST) (Print Name) Steve COOke (Title) Property Management Director APPROVED AS TO FORM AND LEGALITY ����c-� ���i��r• By (Signature): (Print Name) Matt Murray (Title) Assistant City Attorney Ordinance No. 24161-04-2020 / No M&C ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke , Property Management Director of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of Mar 12� 2�21 DigitallysignedbyNiels � Brown / Date: 2021.03.12 15:11:44 -06'00' o,�p,RY/'ve, NIELS BROWN Notary Public in and for the State of Texas _ � Notary Public * � + STATE OF TEXAS �' Q Notary I.D. 13180512-6 � 9rFOF� My Comm. Exp. Nov. 26, 2022 Page 4 of 18 Temporary Access Easement Rev. 20200305 D221099870 EXHIBIT "A" LAND DESCRIPTION PARCEL 12 — TAE 20-FOOT TEMPORARY ACCESS EASEMENT OUT OF AN 18.90-ACRE TRACT OF LAND SITUATED IN BLOCK 32 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT COUNTY, TEXAS BEING a tract of land situated in Block 32 of the Shelby County School Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion of a called 18.90-acre tract of land described in instrument to Carl Helton, as recorded under Volume 4610, Page 288, of the Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more particularly described by metes and bounds as follows: COMMENCING at a 1/2-inch iron rod found at the most easterly northeast corner of said Helton tract; THENCE Along the northerly and westerly lines of said Helton tract the following courses and distances: South 88 degrees 30 minutes 09 seconds West, a distance of 1045.60 feef; South 00 degrees 27 minutes 39 seconds West, a distance of 915.42 feet to the POINT OF BEGINNING; THENCE over and across said Helton tract the following courses and distances North 89 degrees 12 minutes 00 seconds East, a distance of 485.02 feet to a point for corner; South 34 degrees 09 minutes 18 seconds West, a distance of 24.40 feet to a point for corner; South 89 degrees 12 minutes 00 seconds West, a distance of 471.15 feet to a point for corner; North 00 degrees 27 minutes 39 seconds West, a distance of 20.00 feet to the POINT OF BEGINNING and CONTAINING 9,561 square feet or 0.2195 of an acre of land, more or less. Page 5 of 18 PARCEL 12 — TAE 1 of 3 D221099870 Notes: 1. Bearings are based on the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (2011). 2. This survey was completed without the benefit of a current title policy or commitment. There may be additional easements and/or rights-of-way that affect this property that Huitt-Zollars, Inc. has not been advised of. 3. An exhibit map of even survey date herewith accompanies this legal description. I certify that this survey was perFormed on the ground under my supervision. Mitchell S. Pillar Registered Professional Land Surveyor Texas Registration No. 5491 Huitt-Zollars, Inc. Firm Registration No. 10025600 1717 McKinney Ave., Suite 1400 Dallas, Texas 75202 Date: May 6, 2020 Page 6 of 18 PARCEL 12 — TAE 2 of 3 D221099870 mm� x�� D�(7 '�mR=i ��r �mr Z � � O�� p � f" Nm� ��� o� Z � � z O c < < O z 0 a m :O � : * •., S� �i\c''` ��`.v i :,� �; .� �,.� �: rnf 4� ��...:��_.. i�i ..; s,: � � o = � � � . N � N vo"° �m �y � �- W N 7 7 � � � � � � . ,X� �D N < V � �� T p N X j (n �NC• rn� � � A � ov O y V V � r N � �p O � � � �CN� Rl � � � < tn fJ � � �m= �� z�'-��Dm �W�Q(7'�X O�norDw Z D O� N n� C�Z� � Riy �Z��D�v mxo=Z mcDimi D c;, � � � n � �m z z � v N � W W D Z � D D � mZA (n m m Z � N (> G% � � N � � TI rn ��r" D N = DW �J D N m � v � 0 A< � � z z�� � o m � � A m o W � `� � m W j,'i�l D " � m Page 7 of 18 1n mA � OT c '� Z � � _ c� �_ �� � � < C � � � { �D �� v °z� . T O � � 0 � Z � � � � Vl '�'1 �l �l � � ��� o z � \ � � � y m��;zzg �y n A � � m ZnZmg r�+ ����oog v = Z c z � � m � � m zm~NN� v � m����� � � o v o N o v�i o � z a �� �; o r — O O N z 00 00 O N v W � G �� ,� � o �� N � O G m a� � �D o � Z Dm � � �D �r OZ O� � ^�m D ��� ��m m �I � � it y 'O St . m� 2 � 0 Z O � 0 y O z C) � ��C N ��z -> z� cn �n"i� c>�m om C7 �n°Di� �r�„m n� r � G7 N.ZI v� m o O Z �� Z �m T � Zo m v�ov � � �D � o p�W�O mZ o vOZDDO c� ���n� W �� ,r� � D y 0 �,�,v�z m � A � Z i� T `°m�z v S00° 27' 39"E 915.42' z � � � N �o � O N fll 1 m0 �. z D � Z � O ^� � O � � � � � � O � � n � � �mmm � cn�D� � � N m � D .»� -I m m ° m—Zi� O r n D ��� � o m ��o N Z � � � W � \ / � C�l� O �° O \ � oom � ��� � ��� � � W � I �C x�m ��.�,z C p��� N� �� W rO m� ��vD� N ��zDm �;�oy � �,�my z �iT aDiz v LOT A-R, BLOCK 32 CAROLYN RASMUSSEN SHELBY COUNTY SCHOOLLAND DOC. #D196211118 VOL. 388-58, PG. 242 O.P.R.T.C.T. P.R.T.C.T. BIBLE BAPTIST LOT 1, BLOCK 1 � ? CHURCH C.D. HOUK � OF EVERMAN SUBDIVISION D o 8 Doc. #D203063692 VOL. 388-57, PG. 779 m� � O.P.R.T.C.T. P.R.T.C.T. m D o � D LOT BR, BLOCK� SAU L AG U I LAR AN D �-�j m SPOUSE,ROSA SHELBY COUNTY ' I tm AGUILAR SCHOOL LAND I D o � VOL. 388-58, PG. 991 � � r DOC. #D210319211 m � � P.R.T.C.T. � y O.P.R.T.C.T. — _ � m _ — - - — — Z GDi m m c 1 1 < I � � r � n v�o � Z � -� � Q �n� � D N r fr w� � � Q C < -L m _ I� I � I I� � w IW � O I� � �� � � I� O n � O �mo I gnz � I ��O — — m D z T D� m 2 �m ���n�z� m� =mm m n �� uDi�m�-��ic { �' �z� � O� n� ���?�� O w m o�1 m,��jZ�>`� �om �� z��=�� ��� ao a��A�� -'�z v"'i� u��i{�mz� w �� m���-�r _ °''� �nm O��{�m cn X�. ?i�ommo xc �?' � �c ��oo= �< �{��o y 0 r � 0 < � �y D=Z � m ����m D221099870 Addendum Attached to and made a part of that certain SANITARY SEWER EASEMENT dated ��. �if, , 2021, between Ruby Frances Helton; 1009 Meadow Lark Ln., Weatherford, Texas 76087, as "Grantor", and the City of Fort Worth, 200 Texas St., Fort Worth, Texas 76102 as "Grantee". The provisions found in this addendum shall take precedence and rule over provisions found in the main body of the SANITARY SEWER EASEMENT ("Permanent Easement") in the event of any conflicts. Grantee agrees that the Temporary Construction Easement, as described in Exhibit "C" and "D", shall be One Hundred Feet (100') in width or less during the construction of the Sewer Line provided for herein and will revert immediately to a Permanent Easement Forty Feet (40') or less in width at the completion of construction. 2. Grantee shall double-ditch the Sewer Line trench, therefore, removing and setting aside the topsoil. Thereafter, replacing all subsoil in the ditch and covering with topsoil lastly. 3. Any erosion or surface-settling resulting from the Grantee's constxuction of the Permanent Easement within (24) twenty-four months of constxuction completion will be repaired by Grantee upon request by Grantor and within a 6-month timeframe. 4. Grantee agrees that the Permanent Easement shall contain a single 30-inch diameter Sewer Line only. This single Sewer Line is for the transportation of human waste and sewage-water, which includes but is not limited to effluent, animal waste and by-products and pharmaceutical waste and by-products. 5. Grantee agrees to bury the single 30-inch Sewer Line to a depth of not less than 42 inches from the top of the pipe. 6. When rock conditions are encountered in the construction of the Sewer Line, rock shall either be replaced not less than 24 inches below the surface of the trench or shall be removed from said premises and replaced with topsoil. The word rock as used herein shall not include sand, gravel, or rocks less than 10 inches in diameter. 7. The right of ingress and egress by Grantee will be limited to a Temporary Access Easement, as described in a Exhibits "E" and "F", during the construction of the Permanent Easement. A temporary fence shall be installed by Grantee from the western boundary of Grantor's property to the eastern boundary of Grantor's property. Said temporary fencing shall be of a quality and installed in a workmanlike manner as to prevent livestock from entering the construction area or Temporary Access Easement. Upon completion of the Permanent Easement and its acceptance by Grantee, the right of ingress and egress by Grantee via the Page 8 of 18 D221099870 Temporary Access Easement will cease. Thereafter, the ingress and egress of the Grantee will be limited to the Permanent Easement, where it adjoins another's property only. 8. Grantor shall report any and all damages outside of the Permanent Easement incurred while Grantee is constructing, maintaining or repairing the Permanent Easement to the City of Fort Worth Risk Management Department to determine the responsibility of the Grantee. 9. Grantee agrees that this Permanent Easement is not a conveyance of ownership and Grantor retains any and all mineral rights and any other rights within said Permanent Easement. Grantee shall not convey, sell, assign or transfer this Permanent Easement in whole or in part, without the written consent of the Grantor. 10. All fences directly adjoining the Permanent Easements, which Grantee moved before, during and after construction of the Permanent Easement and has damaged beyond repair, will be replaced by Grantee with new fences. A new gate will be installed at each fence line where Permanent Easement adjoins another's property. 11. Grantor shall retain the exclusive right to grant additional Easements or Rights Of Way within this described Easement to third parties, but only to the extent that such additional easements or rights of way do not unreasonably interfere with Grantee's use and enjoyment of the rights granted herein and that such additional easements are approved by Grantee and subject to an executed encroachment agreement with Grantee. 12. No signs or markers will be placed along the Sewer Line route unless otherwise required by law. 13. Grantee will notify Grantor within (30) thiriy days of an address change, other than that noted above. 14. Grantor, its successors, assigns, or heirs shall in no way and at no time defend the title, rights or claims to any or all parts of this Permanent Easement on behalf of the Grantee. 15. Grantor reserves the right to build and/or constxuct any structure or improvement up to but not encroaching upon the Permanent Easement. Grantor reserves the right to, build or pave roadways, driveways, sidewalks, street crossings, and parking lots over/across the Permanent Easement. Page 9 of 18 16. Grantee agrees to protect the trees located outside the Permanent Easement while constructing, repairing and/or maintaining the Sewer Line. Grantor agrees certain trees located within the Permanent Easement, described in the engineering drawings referenced below, may be removed by Grantee. D221099870 17. Grantee agrees, to the extent allowed by Texas law and without waiving sovereign immunity, to defend, indemnify and hold harmless Grantor its officers, agents and employees from and against any and all claims, demands, causes of action, loss, damage, liabilities, costs and expenses (including attorney's fees and court costs) of any and every kind or character, known or unknown, fixed or contingent, for personal injury (including death), property damage or other harm for which recovery of damages is sought or suffered by any person or persons, including claims based on strict liability, arising out of or in connection with: (i) Grantee's actions or omissions, or the actions or omissions of its officers, agents, associates, employees, contractors or subcontractors, within the Permanent Easement or Temporary Construction Easement areas, or (ii) the existence of the Sewer Line; except that the indemnity provided for in this paragraph sha11 not apply to any liability resulting from the sole negligence of Grantor, its officers, agents, or employees or separate contractors, and in the event of joint and concu.rrent negligence of both Grantor and Grantee, responsibility and indemnity, if any, shall be apportioned comparatively. Nothing contained herein sha11 ever be construed so as to require Grantee to assess, levy and collect any tax to fund its obligations under this paragraph. Article XI Section 5 of the Texas Constitution provides that a city is prohibited from creating a debt unless the city levies and collects a sufficient tax to pay the interest on the debt and provides a sinking fund. The Grantee has not and, will not create a sinking fund or collect any tax to pay any obligation created under this section. 18. Grantee will remedy any violations of the above agreed upon conditions within a reasonable timeframe. However, nothing herein sha11 be construed to excuse or relieve Grantee from any obligations of Grantee as set forth elsewhere herein, including but not limited to Grantee's obligation to restore the premises. 19. Grantee shall provide to Grantor upon completion of said Facility (2) two copies of an engineering drawing showing as to the installed the location, depth, size, and type of Sewer Line, with specific reference to the Permanent Easement Property boundaries and of Property Lines that adjoin said Permanent Easement Property and Grantor's property lines. 20. Grantee agrees to compensate Grantor for Temporary Construction Easement and Permanent Easement each by separate checks. Page 10 of 18 [SIGNATURES APPEAR ON THE FOLLOWING PAGE] D221099870 IN WITNESS WHEREOF, this instrument executed on this the date of -- � � � `� / , 2021. GRANTOR: RUBY FRANCES HELTON � � By (Signature): (Print Name) %��►%y /���.f,b„ Signature affixed by notary in the presence of _C'arf �('e,� l�eif�-, , a disinterested witness, under Section 406.0165, Government Code. WITNESS: By (Signature): , /� /�' ( / /� (Print Name) _ V � /L rP. r �h �� ( � ,.cJ ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Rubv Frances Helton, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Rubv Frances Helton and that he/she executed the same as the act of said individual for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN LTNDER MY HAND AND SEAL OF OFFICE this the date of J�e�• �� . 2GL I 2O�p,FYPUB�� ANDREW LANE BLACK Notary Public in and for the Sta.te of Texas Notary ID #1 31 45 3666 My Commission Expires �r�°� -�-�+P� February 15, Z022 Page 11 of 18 � D221099870 ACCEPTED BY: GRANTEE: CITY OF FORT WORTH -L By (SignatLlre�:Steve o ke (Mar 12, 2021 12:29 CST) (Print Name) Steve COOke (Title) Property Management Director APPROVED AS TO FORM AND LEGALITY ����� ���� By (Signature): (Print Name) M att M u rray (Title) Assistant City Attorney Ordinance No. 24161-04-2020 / No M&C ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared steve cooke , Property Management Director of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of Mar 12, 2�21 Digitallysigned byNiels � Brown % Date: 2021.03.12 15:13:28 -06'00' opRY/'(�e, NIELS BROWN Notary Public in and for the State of Texas 2 � Notary Public * � * STATE OF TEXAS "'T ��' P Notary I.D. 13180512-6 9�oF�+ My Comm. Exp. Nov. 26, 2022 Page 12 of 18 D221099870 Page 13 of 18 EXHIBIT "C" LAND DESCRIPTION PARCEL 12 — TCE 100-FOOT TEMPRORARY CONSTRUCTION EASEMENT OUT OF AN 18.90-ACRE TRACT OF LAND SITUATED IN BLOCK 32 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT COUNTY, TEXAS BEING a tract of land situated in Block 32 of the Shelby County School Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion of a called 18.90-acre tract of land described in instrument to Carl Helton, as recorded under Volume 4610, Page 288, of the Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more particularly described by metes and bounds as follows: COMMENCING at a 1/2-inch iron rod found at the most easterly northeast corner of said Helton tract; THENCE Along the easterly and southeasterly lines of said Helton tract the following courses and distances: South 00 degrees 16 minutes 04 seconds East, a distance of 445.95 feet to a 1/2-inch iron rod found at the most easterly southeast corner of said Helton tract; South 88 degrees 08 minutes 33 seconds West, a distance of 101.45 feet; South 88 degrees 03 minutes 23 seconds West, a distance of 151.61 feet; North 01 degrees 09 minutes 22 seconds West, a distance of 98.10 feet; South 88 degrees 50 minutes 38 seconds West, a distance of 208.10 feet; South 12 degrees 44 minutes 08 seconds West, a distance of 92.10 feet; South 48 degrees 17 minutes 22 seconds East, a distance of 171.17 feet; South 35 degrees 36 minutes 20 seconds West, a distance of 184.63 feet; South 09 degrees 53 minutes 11 seconds West, a distance of 129.03 feet to the POINT OF BEGINNING; THENCE South 09 degrees 53 minutes 11 seconds West, continuing along the southeasterly line of said Helton tract a distance of 157.17 feet to a point for corner; PARCEL 12 — TCE 1 of 2 D221099870 Page 14 of 18 _ THENCE South 28 degrees 33 minutes 11 seconds West, continu�ng along the sout�easterly line of said Helton tract a distance of 6.49 feet to a point for corner; THEf�CE South 34 degrees 09 minutes 18 seconds VUest, over and across said He(ton tract a distance o€ �42.2� feet to a�oint on the souther�y �rne ot said Helton tract; THENCE South 88 degrees 24 minutes 25 seconds West, along the southerly line of said Helton tract a distance of 48.96 feet to a p�int for corner; THENCE South 88 degrees 11 minutes 46 seconds West, conti�uing along the southerly line of said Helton tract a distance of 74.45 feet to a point for comer; THENCE North 34 degrees 09 minutes 18 seconds East, over and across said Helton tract a distanc� of 254.69 feet to a point for corner, THENCE Norih 59 degrees 45 minutes 90 seconds East, continUir�g aver ar�d across said Helton tract a distance of 115.00 feet to the POINT OF BEGINNING and CONTAINING 26,181 square feet or 0.6010 of an acre of land, more or less. Notes: 1. Bearings are based on the �"exas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (2011). 2. This survey was completed without the benefit of a current title policy or commitment. There may be additional easements and/or rights-of-way that affect this property that Huitt-Zollars, Inc. has not been ad�ised of. 3. An exhibit map o€ even s�rrvey date herewith accorr�part�es thrs �ega� descrrptior�. I certify that this survey was pertormed on the ground under my supervision. � � ' afthe T. Godlewsk� Registered Professional Land Surveyor Texas Registration No. 6817 Huitt-Zollars, Inc. Firm Registration No. 10025fi00 17'(7 McKinney Ave., Suiie '(400 Dallas, Texas 75202 Date: December 3Q, 2019 �-:�,� �' � �_. • ....... MAT7HEW T. �it ,....;................ �; •.,q,9 8817 ��� SUFt` PARCEL 12 — TCE 2 of 2 D221099870 �� km yc� Ny 'R m �m 3� z� o� O T m O � 2 0 y � � c < 0 z Z O � V �v ¢ � � vi 1 � ��s, ad.;�' 9� 1 v�p;� �� c i„ e �� �' � Nd � � o = � C lD . � � N v � � o a�o � � y Jd �� ��7 y 7 7 W-1�� � m � J �� y C v� � T p � X j (n j�C v � � gv � d o d v N v 0 m 0 r � ON m �� � x -- v �cN� � zcrn�' � zm=A�� D���D�! ��<O�Oi ��,�� "' z— O�zO��y=� �nzoN�3 <-I�p �Cb --IZv�O(�� X�=DmO y�On m r .17 � Zm m O � O � m � � mz� (��n m m Z � O oov�i � fD oo� � 3 � m z fp = D m D Dmr�i1 �i N �-�O � Z3g gom fD 32 m "" � m cn O N Z(n � � � D ' � m i� m� � O� c� z= v C 1 v� �� c �< m � C D �� � z� 0 :0 3 v z � vs� N � � T O O •�• =�L����$ � �3�-s� �o �r7�g� �����Z� m�����z ������� }R=�c�s� =��oz � O N � y R � � � _i � O r W � ? O � N 1 0 CARO�YN RASMUSSEN DOC. #D�96271118 O,P,R.T.C.Y_ _ BISLE BAPTIST CHURCH OF EVERMAN Dx.#D2D3063692 O.P.R.LC.T� _ SAUL AGUILAR AND 5POtJSE, ROSA AGUILAR DOC. #D210379211 O.P,R.T.C.T. Page 15 of 18 m 'v m �� Z a� v ��m �Q � 8�C �� �� mp Z �� �i Z Ei � 0 O � �3 m m��`] = Y � � O ,� � � � O � � O � r � � � � � � � n D;—�� n O � �." z � 1 r 1 � 0 � o � 2 � O � D r m o Z � T, rn''� m� �I � oD o� O�� psg> v a 'p ,c m �WcO �o�O��'� f� N � f� � m � N D 1 N � O��o � oWi C r I � N Z � v Orl N a W�. N r m O � oC � O po��0 � Q Z � n aa � joDvO -+N°�a m a Z y �°maDiz 0 � r D � � � ��m � � 1 N Z � a � ,.�.,. ao N � � � � �' O � m�j � a �' a a ¢ m Q N O�o m I.j W W � 6�1 f m f f f f�' � N � N � � j p m a � 4 R Q R e' N �. � � � � � r' r r � cn a w ra � o � m a � a � � � � � o '' a � � a � � - _ � m � N T N 01 � � � C m m � f � � � � $ I� I f71 �� N �Q I V �, � �T I � y � � O � � 111 -a D � � 2 Z O O W � L8 � CS �� C N � OW �� � �� /g� � � C Z-i � � \� �onm � W � � _ m � \ / Ao� � �7 m � � z � w G7 .�A � � =�m Z � �aZ I z I o��o� z o �D O�D�O � Nm_J �O�>D N (7 n:4z�m � L3 o q� ���DD IN �� �zZ I �mcnZ � .A. � 8(� � � o cn� �z0 LOT A-R, BLOCK 32 � �7j � T SHELBY COUNTY SCHOOLLAND VOL. 388-58, PG. 242 �� P.R.T.C.T_ ,—��_-----__—__ LOT 1, BLOCK 1 � � = D x a oo -i C.D.HOUK � � Am ym��my SUBD1ViSION > o � p p � D O y m 3� N VOL. 388-�7, PG. 779 m O r r = � �� z 3 c P.R.T.C.T. m� g �f„`'m Dm m�n���m ZZ orlir �ja� z� -c �� 1�� n LOT BR, BLOCK 32 ' 1 � m �'° n � v < b Z� D D SHEtBY COUNTY a � Z D� cn � a m c� SCHOOL LAND I�� � W m m z o.�c A m A n VOL. 388-58. PG. 991 I m� r � � O �= Z 3 P.R.T.C.T. > � � cn ='� a � � � � — — -�— L^'� — — `��- __� � ZD xz �Omm� z 1 D � rn '?i . m ~� ��a�� �° �m 5<0�0 � � � -+<1 r N2� 1 _ � g n 1 � � m D221099870 Page 16 of 18 EXHIBIT "E" LAND DESCRIPTION PARCEL 12 — TAE 20-FOOT TEMPORARY ACCESS EASEMENT OUT OF AN 18.90-ACRE TRACT OF LAND SITUATED IN BLOCK 32 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT COUNTY, TEXAS BEING a tract of land situated in Block 32 of the Shelby County School Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion of a called 18.90-acre tract of land described in instrument to Carl Helton, as recorded under Volume 4610, Page 288, of the Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more particularly described by metes and bounds as follows: COMMENCING at a 1/2-inch iron rod found at the most easterly northeast corner of said Helton tract; THENCE Along the northerly and westerly lines of said Helton tract the following courses and distances: South 88 degrees 30 minutes 09 seconds West, a distance of 1045.60 feet; South 00 degrees 27 minutes 39 seconds West, a distance of 915.42 feet to the POINT OF BEGINNING; THENCE over and across said Helton tract the following courses and distances North 89 degrees 12 minutes 00 seconds East, a distance of 485.02 feet to a point for corner; South 34 degrees 09 minutes 18 seconds West, a distance of 24.40 feet to a point for corner; South 89 degrees 12 minutes 00 seconds West, a distance of 471.15 feet to a point for corner; North 00 degrees 27 minutes 39 seconds West, a distance of 20.00 feet to the POINT OF BEGINNING and CONTAINING 9,561 square feet or 0.2195 of an acre of land, more or less. PARCEL 12 — TAE 1 of 3 D221099870 Page 17 of 18 Notes: 1. Bearings are based on the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (2011). 2. This survey was completed without the benefit of a current title policy or commitment. There may be additional easements and/or rights-of-way that affect this property that Huitt-Zollars, Inc, has not been advised of. 3. An exhibit map of even survey date herewith accompanies this legal description. I certify that this survey was performed on the ground under my supervision. Mitchell S. Pillar Registered Professional Land Surveyor Texas Registration No. 5491 Huitt-Zollars, Inc. Firm Registration No. 10025600 1717 McKinney Ave., Suite 1400 Dallas, Texas 75202 Date: May 6, 2020 PARCEL 12 — TAE 2 of 3 D221099870 O I� �I V 0 � �I ol O M �I � � � W X w W����; W ��Z=� ¢a �}o�g oa �UQ}O �-� Q N J W SOp >- �a¢3� ?_ �wwo� �x �n o-'m xLL �zW --�- ��),=Q� j� W m a~���uwi �~ ~`v' o�w��o zz �a� v�wow¢ o¢a �uiF 3¢~Qam UV W`'J'.o jOW�=O wQ 00 � �z�z ox >- ���w��n .�� �- tnLL-g�Q Q� U W�ww= �w f� Z�� LL U J� �m�w¢? ¢x — — I � Z � Z V � I Z a�� �^ I U W � � � � Q � J� N p � � = Z � � Q W � � r I � m I � Q U I � J W I L — � � � � � w — — Zz — — - � � � � '1'�'1'a'd �l'�'1'a'd'O � o¢� 666 '0Jd '8S-88£ 'l0/� � 1Z6 a� n���oa � � W I ONb'l �OOH�S � uNno� Aa�aHs dsoa 'asnoas W � 1 Z£�I�OlB'a8101 4Nt/ab'llflJt/�f1t/S zz — — — — a�� 1� 1 a d '1'�'1'a'd'O � o � 6LL'`Jd'LS-88£'�O/� Z69£90£OZQ#'�od $ m w NOISI/�108f1S Nt/W2l3/�3 �O � �If10H'a'� H�af1H� c � L �I�OlB ' 6 101 1Slldt/8 3�818 '1'�'1'a'd '1'�'1'a'd'O ZbZ'QJd'8S-88£'l0/� 861L6Z9660#'�00 ONb'l IOOH�S 1�1Nf10� J.8l3HS N3SSf1WSt/a N1.102lt/� _ _ Z£ �I�OlB 'a-t/ 101 _ 0 ¢¢LLn � Z���~ W � Z � U �<¢�� � U � p � �ri c¢i>¢#a W ¢mU0 �r ���0 � Z � � W � _ � - � �M� a 00 N ~ � a � I �o#d o ao� � \ O � � � � / \ �''� � � �IN � � ON FC7F � j a U =oF J (p � ��� U � > — — ,Zt�'S66 � "'�� V � ._L. i� H uj � N � W Q �; U � � ~ � � O. � � � f6 � W -J � O ��v�� � �v�� � W N � �va�cy o��ri IiZ �C��' o �a0 oZ oa N� �z N � �. m � � Z �,�6£ ,LZ o00S o _ ¢¢�� z � w5 ¢ O N � W � Z { U O � U ¢ N ~ � �O� �w ¢¢¢a�a o zc� U�o] O � �� � O� � N W oW W � L.L W � a O Z V� W Nw � �p � °p O J K V � �n� �a`�o� U mw LL1 rU �MU � p� H r � N~ O� N~ 0 =� W w�a ¢�a a �m Q U � � U O Q�� 0 Z R ¢� �� O � a= W � O � (7 a� � Page 18 of 18 � O � � o � � � � 6� M � N � � � � Z N O O — J ¢ � { u~i2N M �-- ¢ V m M x x � ~a� a = z a 0 ~�z p � U r� w o Z � w a o � m Z F N W � o 0 0 m ¢ a Z m O "'�N � � � l� �Zw F ¢Qz m m a � � � F Z W �g � Z O m �xQ LQWQV W CAQ O�Z~ �� � � U � N � � � mQJ���O _ } W � } m U ix�UOmQ� �Ov. W2W� a ���a � ��F ~ � U � � °' o N J m n � m � � o mo n po m � �N� � N X m 3�LL cn > � � Cj C �- M �� M - N ` U �� � � � an v s'� � .�� � __ a a z o � � � w � � Z � in d' o J � o Z �Z w a o"�i' a� � � o oW � Q > � Z W Y j � ' • �ZZ�=N 3a �_ *: : °z � ':�:'••. a �yys�z w� Q'••' :�' C� g w¢¢�-dw >tA F• >r':=% � w � � w d' } /��:��v '/,--.':� Q ����'��z �� i..:'�r'�.JE�;.�ii':s Zo � p O � N +��+ U lA W J '. �� � -�1 !�' � vj � (O � �," ���`' Z� z F z ri.`.''" `���`° g LL o W S� z U y � F� rS' ''...; �" ;.. ' P � O" � o_ �ZZ.�vFiw Z =p ic:��: aa0 � � � � i d � a ~ � � � Z J W � ��� 0 0 FC��7 =wLL � � � � r2 �'d �' U= � = W W U-- _I- ��i-- PARCEL 14PE/14CE �� � � �� � � ���������� � ��� ������ �:�� ��f ��� � � � � ���r�itt�r: �1�EIV� El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��, � � � � � f�l�r� L�ui�� �li�h�l��r� ��T1�� ��r ���i�����������i � 1���1-��`�: �� ��1� �1�� � ������� ��F����� ��� ��� ��11��1�� �I� ���1�� � I�� �F� �► �� �� �'I--I � ����,��� �!� l�F����Tl�� ��� I1� T'F-� �� ������1� ��1T ���'��� �� I� �I��� ��� ������ I�I ��� �1.� �r...�� 1����F���: ���� ������ ��� �F��T� �1 ����� �I� 1��� F� ��I�#���� ��� �N�� �l �II� ��F�� ���������� �I�, ������ ��r�r�� F��r��� �,1��� ���i��� ���������r�����r ������ ���� 1� ���� � ����#������� �����T � � ��'T�� � �� � � � I����Y� ������T ������' ��.� �. � �� ��-� �� ����� � �� ��� ���T� �� �`��� ������ �F ��►�1�..��1�` F��: ���.�� ���� ��� ��� �� ����� ����� ��� � I�� � � F���' �� ��I--� ���fl�`��� � ���� ����1� ��T ��� � ti � � � �� � T� � : ��� ����� � , ��r�1��.� � �� � �� ������� ��� �� � �� � �I� �����! ��� ��I �� �� ������� �L��I�+1���� �������■ � � � �� ���I 1 ������ �` � F� �` �� � � �I � T� F� F�� �1 T � � � �1 T � , �� � � � � � ������ �� ���� �� ���� ����� ����1T� �'� 11�1�1 �...� I� � �C� C� F���� � i r� �� ����� ��� r-�t�� : ��� T���� ��'����` � � �T 1�� ��" �# � �� F�F�� � 7' � � � i� T`�� �� � � �1 � � �� �� � � ����� 4� � �'�� ��til��� ��� �.��� ��� ����� ���� ��� �������� ��r����������r� � ��� ����i�� ��� ��ff����t��� �f �I���� i� ������ ��I�r���l�d���. ��������' �������'�� ����� �� r� ��r�i��i���� ��������� �� ��� �������� ��� ����� ����� �r�� ���#�, . ��� ����� � ���� � �� ���� �� � �� � �� � � ��',�. ������� � �� ����� � 0 F 0 ����7��� ��� ��� ������������� ��� � • i � � ����,t�� �r-�� ����r ��� �r�� ����r��l� ��r�� � � ��� ����r�, ������ ���r���� ����� ��r`��f ����� � #� * - * � � ���rr���� ��� ��������r� � �� ���, �� �� � � ���������, ��������� ����r� ��� ��r ��� �� r���r��i�r� � ����i �r� r� � � i � � ��r���r�r�r���, r� �r����� ��� � r��� �r�� { , , �� � ���� r� �� � ���r�� ��r�� ���� � I��r� � F� ����� �����f �{ � � �a . + . + ' �� �� � �����r��� �� � � �'� �� r �� 3 TI� � ���� I �� � � �r��i�r�l�� ��� � r���� �rt�� I �r���r r����r� �r� * � � ������ �� ��r� �tt��h r� �r��� � �� �r�r�� � � . . . # � l� � � ������r��r����� �t��������� ��� ��t II�E��� �� rr�����I�� rx� � , . # , � , �r-MI��I� ��r���' ����r�� ���� ���r������r�� � �r�� � r� ��, � � ������ k����� � �, ����, �r���� � �� ���`��� � ��i�� �� t�� � . . . . i� ���� � r�t �r������ � r�� r���� �� E�� ����r����l i r� ��I����#� ��'' �t� � �� ��� �������� • . ��r���� ��� ����������e� ��r��r� ��� �fC �� � i � � r�� � � ����� �, �� ��I�� � ��t � �I� � r� I�� � r�� ���� � + � � � ��� �� � �� � n� � �� t� r� �� �� � n�� r � ���r� �r�t �������L �� ��� ��� ������� ��� ��� �� ��� , ' ■ ■ � r , r � � � ����r��t�u������ ������ir� , ���r����rr�� �� I��r� . F . + , � �r � �� ������ ir� �! ���I �� ���r� r� �� i� F��rl�� * � � � r-� � � ����--�� �#��l1 � r-� r���r � ��� ��� �� �� ' . � � � r� � rr t � �� � �� i r� � � � �r r� r-� � r � t� � � � ��� ���� rf�r�� �r� � r�� r��rt��i � I �r�� �r� i� i�����a�t�r�t �i�f� tl�� �i ��� ��r��� # F . � � � �����r-���r�, � � � I �r��� � � ��� it �� �� �� � ������� ���I� � r� ��� ����� � r�� ��� �r� � ��r�� r�� � , F . , � � � � �� ������..��� �� ��..������ i ���+��..���� ��� ��� � , � �r � i r�r� r��� ��� r� � r� �r�-r-�� r�� �� � ��� �� � �r I�� r � � � � � a �� �� bri�l� �r� ������ ������ �� �r�E�� �r� �t��r ��r���t�r�� ���� r���� i�� � ��il�i� �rr�i�. H������ � . _ . � � a ������r ���I I �� �� �n� ����� �� �rr����� � r�� +��xr�t��� � ��r������, ������� �� r���l ������� r��� ��` �r� i � �� � � � � I �� ������ �f� � ����r�r�r��t ��� ��r--�� t � r����� ���� � �� ��Ir ���� �� � ������� ��� .������ �� �I�� ��r�� r���t ��� �r� �� � _ � � + � � � r��,��� � �� �� ���� � r�� �� ���� �r� ����� r� � � � � ��� r���������� �� � r� ������ I�� � r����� � �� . . . � � � � ���ir�� ������ �r���-��r������ ������� � �r� �r � � . � �����r�t �� ��� �������� ����� ��r�l� r� � i���� � ���r� r�� ����, ������t�� � I��r�� ���� �� �� � x � � � ��������� �� � ���� C� �� t�� ��� r���� � ��� �� ��� �����t��� r� ����i ����� ��� �. ����r � � ���, I�������� �f��t ��'� ���� � I�� �� ��t �� �i��� ����I t� .� � r�����r� �r- ������� �r�r������ � ����� �r ����r fr� �-�� r� * . � � � � � ���� � �1���C� �� � � �I����i��l �� ��� �r��i ����� � �t� a �t�r-���� ��� �� ���� ���� r����. � r���� ��r ��t�� � � � ����� � ��� � �� �f�� `����� � � �`��� �� ����� � � ���r��l��l, t�� ��� r���r �r �I�� � r� ������ I��a��, �������� r� �� ���� �� �� �� �� � f �� ` � � � � # �� ������ tl�� � � �r�r�r������ �f ��� ���� . . . �r �� ���� ����'7I���I�� �� �� ������� �� �� ���� � * , i � f � � � �� I � � � �� �� � �� � � � �� � � � � � � � � � � � � � � � � �7 � I . � �������� ���� ���� �� �� � ��� ��� �� ��� ��� ����� ��� ��� �� ��� * � � � � � �� � � ��� �� �-� ��� �� i � ��t ���rr�ar�� ��� ��� r� ������� ri�� ��I� �� �� ri . � . . . � � � � �� t�� �r���t�� ���� ����t�r i� �f��� �� ��������. � �`� ���� ��! � T� �i��� �E�� �������l���r���� ��� + �r����, �i�l�t� �r�� ������������ ������� i� �r� �r� � l�r� ` � � � �r�� �������� r�� � �� ���i� �� ������ r; � r�� ���r��a� ���� ��r�� . � ���i��� �� ���r� r�� � r�� ������r ����� � ��� �r�� ��� u r�� � ��������� ��� ���1���r ���M��� ��� ����� ��������� �� �� r� � a �r ��-r� ��r� ���r���. �������r ���� �f I ��� ��r������' t�� ��t� ���r����� ��� �r�r������ �� �� ���� I � � r�� ��� � � ������ r � r�� ��� ������r�� �r��� ���r���� ��� � � �����r���r �I�i� i r�� �� �� �I� i r� �I�� �� i� ���� r-r-���� r��� �� �������� ir� r� �I�� �� ����t� � . , . . � ����� � ���� �� ���-r � �� �N r � �� �1��� �� � r� ��"I� ��`1 �� } ��� ��1 f �� ������1�� �I�� �����1���� ��1� I������'�1 ���. ��i t . �r� ��r� ��r����� ��� ��r��, � �r������ r���r�� �rr� �r������ ������� ��� ����r. � [�I� I��T`���� � F� ���� �l� � H � ����.����� ���� � �������� ���� ������� � ���. �������� ����� � �� ����� � �������: ����s��� ��. .���������� ��� ����������� ��"�����1�� �� � ����'� �: ���� �f F � �� �����������: 0 ��� � � �� ��� �� � i � �� �����ri� ����� ��r��t � ���� � �������� �� �� ���� ��� ������� �� ���� � ��� ��� : P���tt I�r�rr�� t���a�r S} ���C�� • ��t� �i�r��� � �1����� ��� ����1�1��� ����f�� ��I'��� � �f�l �r������� 1��� ��� �� —������� �l� �I�� r� u Ir�� � ����������� � ��� ����� �� ����� ������f �� T�����IT �• �� �����F�E �1�, ��� �r��������r��� ��tl���i��� � f����r� ����i� ir� �r�� ��r t�� ����� �f T����� �� t1� �� ��� ����� � � I 1� ����� r��� _ __ �l��i� _� � ��T�� �,� f� f� ____ a �� r�� �� r��r� ����� r� � r�� �� � � ����� ��� t� �I�� ��r���� r�� ���t������, � ���� � �� � � �� �� � � � ��� a�l�r��������� �� r�� ���� �1�� ��r�� ��� t� ��� �� �� � �i � �� � � � � � � ��� �� I�� � � � �� � � � ��� �� � � ��rr�� �� ��� ��� �� ���� � + ���` ��� tf�� ��r��i��r�ti�r� t����i� ���r����� ��� �r-� ��� ��p����� tl��r��� ������ , � i�E�l l�� ��� h�l� H��1 � ��1� ���L �� �F�I�� ��i� A � � �� � } ' �� � i��1 �����,�� ����� L��� ���I�F� ������! � � .� •,. � � � � � ��.- �.* �; ��t��� ����N�� �t� t� �f T y � i # ��1�� � �`�' ++,�� ����• ���Ir�� ��-� � ������ �..�� ���� � � �� � --_����{ri����� � ��� �� I � � ������� � ��r� i����� ����k��� ����r����� ���_ �������.� �������� � r�� � � �1�� �f �� ������ ir� �r�� ��r ��� ����� �� `����� � F��� 1��T � 0 e �I�� �. �������� �� ����� � 0 � ���I���������I��T ����� �� ���� ���I��� ��' ��I��I�T � 0 �� ��F�� I� � � ��� u r-�������r��� � ��� ��it�, � 1���� r� ���li� i � �r�� f� r t�� ����� �f T���� _ ��� ���� ������ �r� ��� r� �r�� �� �� ���r���� �� �E�� ��r�� �i � i ����� � # � � r� � , ��r� ���r��������� �� r�� ���t �C�� ��r�� ��� �f�� ��� �� �h � ��� �� ��r� �� rt� � r� � ���� �r��� I�� �������� �f�� �� r� � � �� ��� ��� �� �#�� �i��r �f ��r� ��r�� ��� ��� �� ���� �r��l ��r��i��r���i�� ������r� �� ������ �� � � � � �n ��� �������� ��i�r�i� ������, � � � ���� �1� ��F� �I� �--���,I� �I�� ���Lr. �� ���`��� t��� �� �� � � � � � . ��� ��� ���� �II��� ��l.���' �� �� � � �I��� ������-�t� �f `���� ��1�� !� �������� � ��m i���� �. ��� � � � �� ���I����� ���� �A��1�1��lT F���, �������� �#���� ��l i r r� ��� � � �� ����� �� ���� � ���� ��Ti� � �� � � �� � � r. � � ��� �� �� ����� ��� � �� . . i ��������� ���� �� �� � � � �. � . � � � � ��� ������ �� . � ��� � ���� ���� .. . _ . . � . . _ � ��� �� ��� �.� �' � � � • � � . ��� • ���� ���� �� , _ • - .. - �� � �������� . " L. - ` • , - • . � � ���� � �� �� � ' � � � � � � � � �'� � � �' ������ �����'� • _. . _ � �� ���� ���� • . . � .. � . ��� � �� � � �� ��� .� . � , � �� '��� �� �� � �� ��� �� � �����. �� � . .. i ' , , ���.� ���� ���� �� � � ��� � . ������������..�.� . . _ � . � ��� ��k���� ���� � ��� - � . . . . �� �������t ��� ���� ������� �� + � � � . , ���, �`����, ���1 ���� _- .. . . . . _ � � ������ �� � ������ �.�� ���� . . _ _ t����_ �� �� �� ��������� �r� �������� .. . . . . �� ��. � �� � �.�F ����� ��� �� �� . # . � . . _ _ � �����.� . ,�..����� �������� � � _ . . . . _ � + ��� � � ������ �� ��� ������ ������ �� � _ � _. .. . . . . I� . . � �� � �� �`� r��� �� �� � � . . . _ ��, ����� �� �ti �.������ � . � �� ��� . � � . � ���� � ��� � . . . � _ � ��� �� � ���r�� � �� � � ����.: ��� � �� � � ;. � . �. . �� ��� ����� ���� ������ �� � � i � - � � ���� ��� ���� ��� � � - . F . , . ' y ��r��. �� ��� ���t �� r�� .�� �� � . � �+�� �� � �� - ��� �� �� �� } � . ����� ��� � ��� ����� � � . - � . �� . . . . � _ �� � ���� �� � ����� �� ���� � ��.�� � � � . . ���� �� �r����� r���� �� ��r� � ������ ��� � �� ���� � � ���� ����� �������� � � �. �� � ������'� �� ��, �.�� � �.�. � fi����� ���� �� � � � _. . � �� ���� �'� . � �� ���� � � � ��� * t . . �r��� �--��t_�1�� ��� ���� I� � . # . _ . . . � � �� ���� �r�� �� � r� �r���t � � r����� �f �����. � � . , � f��� �� �� � � � r������ ��� � � . . , � r �� �� �� ������ �� ����� � �'����� ����f� �� � �� �� � � - - - . , . � �� � � � ������ ��- ������� . � � _. . . . . _ ����} ��,�� .��� �r��� �� � - � . . . _ ._. .. . � �..����i�1�������� ��� �� � � ���� ��� �� � � �� �f��� � � . - � , _ _ . . . �� �� � ���,�� �� ��� � � � ���� � ������ ����� � �� - *� . . . � . �� ������ �� �.������ �� ������1�� ��� + . .�� ��� � �r�� ������ ���� � � � . - . . .. . . . � . . . _ . � ����� ����� � � � � �� ���� ��_ �.�� � � �'� � �� ��� � � �� � ����� ��� �������� � 1��i���� ����I� ��_ . � . �� ���� � � �t� ���� �_� .� � ���� � �� � ��� ��� � � � � ���� r� � �� �� ��� ������ ������� ����,� ��������� ��r�� � + . .� . ��� ������ �� �� ���� �� � � � t � � � r� � � * . � ��� ���� � r �� �f ���� ����� � �� �� ���� ���� ��..��� ��� � + . . � . �_ � � � ��r� ���� �.� ������ � ��� ' � � . _ . , . . � �, ����.� ��� ���� ���� � �� ���� ���� � � ������ � � �������: �� ����� ���� , . ��� . �� � � ���� ��� ������� � � ���� �� � ��� �� �� � � � � - . . .� ���� �� �������� �� ����r��� � � � . , . . � � �. ��� � � �� ������ �� �� ����� � �r� ���� � � � �l����r���.�� ����������� � + � �� � - #� � . � �. ����� �� ��� ���� ��r�� �� ���� � �������� ����� .� ������ i`���� �� �1� ���� � �� r�M������� � � • � � . . ��. �����.�� ���� ���� � * _ _ � � �� � �r�� ���� �� �� �� ������rr� ����� � �����r��� �� �����1- �� � � . _ � _ . � � �� ��� ����IC1`+ ��' ������1 � � . . . � ��� �����f���� ������ � ���� ���� �� ������ � . , _ � �� �� ���� .�� ���� ���� � �� ����. � . ��� ��� � � �� ����� � * . . . � � � � � ����� ����� �� ��� ���������� � ��� �� F � . � �� �� ������� ���� ����� , ���� ������� r� � � � ��� � � � �� ��� � � y � I�����: ������ �� � ���� � �f � �� ����� � , � , � � ���� �� �� ��� ��� ����� ������� ��� ������� �� � ,������� ����� .. ������ �� ����������� � � ����� � � � ��� ��! � r��� � � � ��������� � ����� �� � ��� ���_�� ����� � ����� �� �� � ��� � �� �� . � � � . ., . � . . � � ��-�������� � ��� �i�� ��� ��.�� ������� ��, �* �� ��� � � i �� �� �� ���� � � �� ���� �� ������ ���� � � � ��� ���� �� � � .������ ���� � . � � _�. � . � � ��r�� ���� ���� ��r�� -��� ������� �r� ��� ����� ����� � �� �������. � � . � . . � _ � � ,� - � ti� k ' � . � � ` • ���#���� �. . � , ■ �� � w� . , , ��� �� � ��� .� _ _� �. � � � . � � . �� �� �� �` � . �� ��t� . � �`. �� �����I . _� � . • � .�* �1F! ��##.f.��i i��*� f���*�■ �**�#� ��� ������� � ����������� � � ���� ��..����r�� ���.��, _����� . . � , �*�,�����������*��f�#�yr���rt�*a�� ����� �� ��������� ��. �� � � . ��� � . ����. �� _ ,��; � ; . � .� �� . ��*� � . #���� . � �� �� ������ ����� � � �� � - ��.#��� ����� � . . � � ._ �����##_ � w. . . , _ , � .� � ��. ���� F�� ��������� ��, � .���.���� �.'� , _� . � . .. _. � � �� � � � :� . � ����� � ��� � � � �_ ��� � ��� t � �������� ������ �.���� � �.���� ��������� ��� ���� ������ �� � ���� � �� � � � � _� ��� � ��� ��� � �� � �� �-� ��� � �� �. .� � _ � � � � � � � � _w � �� ���. �,�. � ��� - � � � �� ��� ��� � - ��#. �s� -�--� � ` � � ti ��� � � . � •- �� * �*�� � � ���� � , * ,��- � `�'� # �� � � .� -. . �� � � � � � ., �- � *� .����� .�* � � � - � ��� � _ _: � �. � . �: � � r � � � � � '. �# � � i � � . ##i� * i �*+ � • �`�rty � *, # *M �. .�,�� �. _ �+# �*����� � . -'� . � � � � - � . � � � � -� � . �. � � � � � � �� � �� �� � � . ����. �� ���� i `����� � � � � •. � � � ' � � � �� � � � � � � �. � � �� � ��� �� � �r �� � . �� � �� � � � � �� �. �. � ��� � � � � �. � � � � � � •� � � � �x. � � � #� �� � � � � ' ,� � � , � � � � _ • r 1 � � � � �• _. . �� � �.�����.�: � � ����.�.� ��� ���� ��� � �.� �� ���. � � . � -�����_ ��� � -�..����� .� � �� �'. . r � � � � � � � � � � � � � � . �� ���,. .� ��- .. � � � � � � � � �� ���_��� .� � � �.� � �� � � � � � � � � ..�. � � t- � �� � � ��''j'� � � � � -.� � � � �� � �� � � � ��� � � �� � ��� � ��� ���. �� ����� � � � � � � . � � �1 � � � � �� ���� ���� ; � � r� �- � �_ � �.i �. � � - � �� .� � � . �:� � -� �� . .� � � � � � !� � � � ��� � ��� � � .�� � ��� � � .� � .� �. ,.��� �. � � �� ���� � �� �� -�� . � � � I . � � �" _ `'� ''� . � �. �. .� � .. �� �. � � ��� 4 * �� �:. . ����� � � � ��.� � � � � � � �- � # � �.���. ; .� �� ��. � � .� � � � � � � � � � � � � � � � L ' � • .� �� �. r� � � .� � � . � � � � � � � � � i � _� � � �� � ,m _ � � . .�. �.:� �,� � �- � � �� � � � �� ! � � � � ��� � � � � � � � � �� �� � � . } � � � � � � � -'� � � � � � � � �. � � �� . � � � � � . � � � � � � � � � � * � � � � � � � � � � . � � � � � h � � ' � {� �..� � �� � � �. � � �� � � � � � � � � � � � � . � � � � � � �� :� � � � ��. ��.�_ � � � . .� � . � �- -.. . . � � ' . �� � � � . � ' � � � + � �• � � '� � r � . � � ' � � �� �� ; ��. . ��� -� �� �� �� L �y . F �� . _ . � � ��• _ �y , . 7 � � . � � � ��� � �-� �_ � � � � . � � � � � . � � � � � � � � � � - +� � � � I� ��� �� " ��'�� ���+��' n � � � � � �` �� ��� � � � rr� � � r� ��� �� � � � � � � � � • � � � � � � � � � � � � � �� � � � � � � � � ���� ��� � �� ���� � � :..��� � � � � �. � � � � i���J i� �ll.�� L I���� � � � � � - - . -. . � � i � � i ' � � � ��R■ ■■ J7 � � . . ���1 sl _ �� ����� F � � � � � � � � � � � ���- " •�,���f � �� � � �� � ��� �� � �� � � � .� � -r - � � � � -� � � -� � � � . �� �� � � � � �, �--�-� � � ���� � �. � I� � � �� � . � �� � � - �. .� . _ �. �� .#���������� � � � � -� � � �� �� � - �r�3 �i�Y�i�r � � � _ � �. � � � � � � i- � � � � � � �� � �� � � �� ��� �� � � . � : � � � � �� . � _ �� �� _ � � , � � ���� � � � �-� � � � � � � � �. � � � � � �,_. � �. �.- . � � + � � _ � .� ,� . � �� � ��� � �� .� � � � � � -�� � � ���� �� � � ��_�. � � �� � ��. � � �� �� . � � t r�� �� �, � �_� � ��� � � � • �y.� � #� ` � � � � I � � � � � � � � � � � � � � � � ��� � � � � �� �� � � � -- - - - � ��� � � �� � . � � � � � �,.., � : � � � � . � � � � .��. � � ���� ' �� � � �� � !�� - -� � �� ��� �� �� � � � � �� � � .� � � .� .. � � .� _� � � ,� � � � .� � � � � .��� � �� � 0 , � � � # � � � � � � y R � . � � � � � � � � � � ' � � � � � � � �� � � �� �� ���� � �� � � � �. . � �� �� �� � . � � � � � � � � � � I � � � F � i T � � ' T � � . � � ���� � � , � � � � � � � � ����� ' �' ��� � ' � � . � , � , . � � 3 . . � � �� � � � � �� � �� ���� �• � � . � � . , � . , , , . , . . . . . . � -� . . ^ ; # • . � � � � ��� ���� ��� ������ ��� � ��� � �� � �� � � � ; •� � � �� . � � � �'�' �'�' � � � � � � � � . . . � � . , . � . � � � � ��. � � , � ����� �� � �� �� � � � � � ��� �� � � �� .� _ � , , . � � � . � . . � �� . � � �� � � � � � �� ��� � �� � ��.4�. - ----- � --- --- �� - --------- --- -- -- _� � � � � � , * � � � i �� ��� � � � � ���� � ��� � ��� � � �� �� �� ��� �� � ��� ���� i1 � . . , , . , , . � . . ,. . � . r.� . } 4 � � � + � ��� ��� ��� R � � � � � � �� � �� �� . � . . � � ' � � � � �. � • • � � . � � r # * * � � r ' � � �� �� ���� ��� � ��� � � �� � �� � ���� � ������ � �� �� � � � � � � . � . � � � � � � , �� � R . � � � . . . � � � # � � � . � �,�� ��� �� . . � . ���.�� , � �� �� . � � � � � .... .. � ' ' � . � � � � � + ��� � � � � � ��, � �� � � � ����� ��. .. . � ���� �. � � � �� � � ��� � ���� �., � . , ., . .. .. . , , ,. . , , ., . . . , , , . � � # �# � � . � � � � � �� ��� � . � � � ���� � � ���� �� � ����� � � � �� � . ��� � . � � � � � �, . �, * . �, , , � .� � � � � �� �� �,� � �*�� �� �� � � � �� �� � �. �� ��� �� � ������� �� � � � ��� � � �� �� � � . . � � � , . ��� ������ �� � � � ��� .. �. � # ��� � � � . � �� � � � � �� ��� � ���� � � � � ��� � �. , � ��� � � �� � � � ��� � �� �� � � � � � � �. � � � � � � �� �� � � � � . �� ��� ��� � � � �.�, , � �� ��'�� �_ , �, . � � �' �� � ���� � � � t f � . � � * � � � . ��. � �a �-�- � � �� � ��� �� � �� � � ������� �� ������ �� �, � � � � � �� . . . . . . , � * � � � �� � � �� � � � � � ��� ' � ��� �'���� �� �� �� � , t 0 0 �"` '� . ,� � � � � � � �'�� �* . � � � � � � � _ --- . � � , , �� ; . , �� � � � � ' � � , , , � �� � � �� �� � � � ������ . � . , , . . � ■ . . . � 0 e � r . ; I .�, .. � .� , � ;;�I ,I �, �, � �� � � ` �� � �� - �� � ��' � � � � � . .� � �� �� �� � � � � � �� � � � � � , �� � � �� � � f . , , � . � � ' � ' ��� ' � � . . . �� , � _ , , � �� � ��� � � �� � � � � � . � I� + �� �1 \ � � , � �, . �� � � �� ����� �� �� � ���� � � � � ��1 , ,���.., ��* � �.. � � � � � ��� � � � � ��� � � ���� � �� � � �� �������� ��*�� �� � � �� � � ��������� � � ��� ������ �:�� ��f ��� � y � ���r�itt�r: �1�EIV� El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��, � � � � � � f�l�r� L�ui�� �li�h�l��r� ����� � �� ��� �������� �I�� ������y I� ��� � �� � ������ � ������� ��� ��� ����1�� �F� ������ ��� �I� ��L �� ��[� F����1���#� I � F����1�I�I� ���� �"I�I� I I����� ���1�` ���'��� �T� I� �� [��� ��� �' ���I�� � �,I ��� ������ � f�������. 1���,.�1� �����L. ����M��T� �� I���� �� ���� �1�14��F��� �����l�� �� �I�� F�� ��� ���j ��� � �. ������ � �� Y�� ��� � ���� ��� �[���I�� F����� F��r��h �.�.�. ���i�� ����r����r�� ��r� � � ������ ������ ��I�������l���I�1��������������� �r��t��� � � ��� �� ����� ��'��`� �� T���� ������ �� ���F���� � � �� �� ���� ���� � �'�i�l����►F�� ���J��`l���T��� �����i�l�Y ��T� : � � � � F��: ���.�� ���� � �� � �� �� ���� � �������� � �I��1`�[��F�: ��.���I�� �_ ���.�������T ��.� � ����� ������ � �F���I�'��'� �i�l���� ������� ������ir� ����� : � � �� � � � �. �1���1 ����� � ��1�� ��F��'�I, `������IT ������ �� ����� a � F����'�E: ��T'� �� ���T' I��F��'l� �F���l�E��� i�f�l �,��� ��I����� �r��l���r� ���n� � ��� ����� ��� � �� � � �� �� �� ������ �� � ��� ��� ���� �� ��� �� ���� I � ���TI��I: ��r� ���I�r� �� �.�� �r�� �tl��r ��� ��� ��I����� ��r��i��r�ti�r� �I�� � � � � r-���i�� �r�� ���f��i�r��� �� ��i�f� �� I����� ��1����1�� ��. � � ����i�l � �� � F������: ��� �� r���� �r���� I� �N �����i��� i� ��� �������� ���xbi� ����� ��� ����� � � r �������+ ��� ��� ����#�����I�� ��� �� �1 L.,i�4L.�� �,.1��� ����� ���� ��� �1� ��� ����� 4���� � I � � x � � ��� ���'�, ��� � ��������� ��� ����� � � r ��� � �� � �� ���� � � � ��� � ��� � ����� ����� ��� � � � � � T�� ���a �� � �r��tr�.�����r� �a��n���� ��1� ��l��l�. ���� �����1��� �� ����� � n 1 ���r�� ��� ����r���� �����r� �������� �r-� T�rr��� ���r�� T���� �� �� �� - . � �� � �� ��� ��� �������� i� ����r��rr--� �� ���� ��l���r�� ���� �r� � `� �" � ��t����� I������ �r-�� r���� � � rt I�����f �r�d i r� r � � � ��� ���1 �� r���� ���r �r�r�t��� ��� �rt �� ��� ����r���� �r� � r� . � � � � �� i� �� �I� ��` �� ���� ��� ����������i t��� � �� r�t�� �r�� � - r �� ���� �t��� ��� �,�� �� �� i � � ���r� �r�� ���� r�� f�r� � I�� ��r���� �� ��r���r������ �� r�r�� r ����� ��n ����r� � r���. � �r� � � � � i������r�� r��� ��� i�� ���� �� r��� � �r�r���� � �� �i I��� r� r�t� �i ' � � � � � � ��i � �`�r���r� �� �����r��t�� r� ����r�� r�� � ��� [ �����, ��r�����`r�� �� ��� ��������� �� I--�-��1�� ��� �� �--���� �I�� ����� ����ri��� ������r�� �r� �� �� ����� �� , * � �� � F��--�� �� I � r�� �ar������', �I�� r��l��� �r�� ������������ tl������ i� �� �� ��E�t� i� ���� ������� . � � � � � ��� ��������� �� �������� ��� ���i r�� ����� t� � ��r-�� ���r�r� �� ��r��t�� ���� r� �r-�� � � � ����� ��� �� ����t��. ��� r����` ��r�� bir�� �h��r�����r�� �I��ir l���r� ��������r� ��� ���� �� r� � a � ' � , �� ������ �� � �1���r�� � � II � r--�� � i r�����rF ���� ����rr��r�t � ��� ���r���� it� ���������� �r�� ���� � ' ���� ����r��� ���� ������ ���������� I���..��I� �������� �� �� �I��� ��� ����i �� �� �� �������. � � �f� i � � �� �r��r�� � � �� �������� i r� r��i�i ]� ���r���� ��� ���� �� �I� i J� �ri I � !� � � � I �� ���r� �� �t� �r�i�i �� a, ��t �� i �� �����h�� ��I � �����i���� �� � �r���r� r� ���, ���� t� � �� rrt��� �� �� } , �� � ��r ��r���r� r ���r-�� �r�� �r�r����� ir������ �I�� �����I� � ��r��v�Y���������������������i�� ���� � T�rr���r��r ��n�t�i��t��r� ����r���nt f��� ��� �� �� � 0 ��� �����* �� ����� � �������: ����.�. �. ���������� ��� �����.�I�'�� ������ � 0 �� � � � � ���� � f ��� �� � �� � ����� �: � I�� �� ��� ���f�l �� .� � � � } � � �����,���r�� . , �� � ������ ��� � � � ����� � �� �� � ����� �� �1��1�� I� �� �`� ���� �f� � L���L I fi� �� � � l � � ��� �� � ' �I�tt I�I �rr�� � r�la� �, ���f�� . ' �� � � ��� ' ��«���� ��� ������� P���� I���� � Tr�l � � � r �r�i r����� hl�. ��� �� -������� �� ��� �� �i���i � �►���������E�1��1�` ����� �� ���� � � C� �T� � � �'� I� I� � T 0 0 ��F�F�� f��� ����r�����i�r��� ��#I����t . � C���� ���I��ir� ��� ����I�� �t�t� ���� F � � ���; �r� �1��� ��� ��r���r��l�� �� ��r�� �L�I� �, ���E���F�I� . k�r� � � � �� �� rr� � �� �� t� � ���� ������ ����� ��r�r�� i � ������i ��� �� ��r� ���� �i� � � ���`� r���� ���1 ���r������ �� t� r� � � � � L � � � � � � � � � � � � � � � � � � � �� � � �� � � � �1 �r�� ���r� ����i�� �����t�� �f�� ��r�� �� t�� ��� �f ���� � � � � � �� � � ��r ��� � r� � � � ��� ��� ��r��i��r����� tl��r�'r� �� ������ �r�� �� th� �� ��i� tl�����r� �t�t��. � � � 1 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� � � �� � � �� �������f��,� ���� ������� �� ��' � � ����� ..� � � � � �'F+ `F'•��� 1'f���r� ���Il�r ��i�t� �f fi��V� � * ; ti.y � ^ �y � � i � ���`'. ,���� ��� r'�. �x�l ��� ���1 �+��� � �. - ; . , � ��� ���4����� ����� �� ���� ��-. - - - - � ����# ��������������� -- ----- ._ --- - �� �� � � r � � T�r����r� ��r-���r�.,�k,�n E�s��,���� ���'��1�T1-�* I���. ��1�1��� �J�#��� ���li� i� �r�� ��r ��� ����� �f T���� �� ����� � �T�T� �� T���� �����'1� �� T� F���1� � � ������ ��, tl�� �r���r�i r��� ���I��r�� � ���� ���ri� i� �r�� f � � � � �� �I�� ���t� �f �'����, �� �� i �� � �r � � I 1 � �� r�� - � , � � � �f �f� � � � �� �� F � r� �� r�l� r 1�r� ��r� t� �� �� �� �� � �� r�� ���� �r� �r� a�� r� � r�n� i � �� ���t�i ��� �� ��� ���� ��� i �,�tr� �� � � r��� ��� ���r��������� �� �� ���� �I�� ��� � ��� �f�� � �� �� �I�� � i� �� F� r�t ���� ��� �I��� ������ � � �� ����� ��� ��� � �� ��� � �� �� ��� ���� �� �� r� ���� ��r �I�� � r ���� � �� ��r��i �������� #��r��i� � � ��������� ��d i �r ��� �� ���i�� �I��r�i� �t���� . ���EI� ����F� II�� ���I� �1�� ���� �F ���� �� ���� . ��� �� , ���� ���� ����� ����� ���� ������� � ���� ���� � � ���� �� �� ������� �� ���* ��� �� fi�rr7����r� ��r��t�u��i�r� c���r���r�t F��� �������� ������ � �� ���a � ��,���I ��� ��� �t��� �� ����� �� � ���� � �� � � �� � � ��M���'� ����� ���� ����������� �� ����� � � � . _ . ��� ��-� �`� � � . � � — � . : � ���������� �� _ . . �������`��� ��������' ��� � � � � � � - � . _ ���� ����' �l����` � . . . � ���� _��T��� � � �� � ��. � � � �� ����� �� �� ��� ������ ������� �� � . .. .���� ���� �_����� �� � _ . � . ������ � �� � � �� . . _ � ������� ����� �� � . � �� ��� � � � ����� �� ����C �i � � . . _. ������ �� �M���� �� �� ��� ��� _ . _ ��� ���� ������ 1.,���1 �� � � � . � ������� . - �_ � �i �.��� ������� ��� � � + � �#+ � . . � �� ������ ��� l���� � � ���t� �� � � - � - i` � � � ����� � i�� ���� ���7�F� �� ' �� � f T 7 . . . . . � ��������� �� �r��������� ��� �I�� - � � . � - � � . . _ _. . �; ����r���� �� �������� � � . ��� �������� ��� �� � � � ����� � . . � , - ___ �.. . . _ . � �� � � �� �� �� � � � � [ N � ���.���`� - � � * . - � � - � �� `������� ��� �� �'���� � . � . _ �, � � ���� �. �� .��� � -� � . �� * . . � � -� � �� ��������� �1 ������ �� � � ����� � r-�� � � - � � � .� � � r��� �� �������+ ����i������- ���� ���„�� � ' � - � � . - � � . _ � � .���� ��� ����� �� ��� ���� ���� � � ���� ����� ��� ������ ���� ���� ! - � � � ��� r� � �� � � � �������� �� � - ; � r + - � � ��� �� � �r��� �� ��r�� ��������� �rr � � . . . � �r��r��� �� ��r�� ��� ��� ��� � �� _ � �����r��� ����� �������� �1�� ��� � i , . �i���� � � �r�r���K�t�� � ���1�l�� ���� ���� r� �- . + � � �� �� �,����� �� ������� ���� ��� � . . _ . � �� �� ���� ���� �������������� ������� �E�t��� �� ������� � �: ; � � �� �i�� �t���.���� ����n�� ����� �� . . ��� ����r� �r�� � ������ ����� �� �� ��� #, . . _ ; * . �. . � � � ��� ���� �.� ������� ���� ��� . _ _ . . _ . . � . � � �� � r�� �I� �� � -- �� �� ��1 �������� ���� � � ���� � � �� � f �� ���� �� � � i . � � � � � � � � � � � � � � � � � � ���� �� ���t�� � ��� �� ���� �� �` . . . � _ _ . . � � � �..���� .�� ����. r�� � ����� � �������� �� -�� � ; � �� � � _ � � � �� �� � ���� ����������� � .� ������ ����� � �� �� ������ ��� � � �r�� �� �-�.�� ��i� ������� �r� ����� �� � � ���� � � � � i�� ���� �_� ���� � . - � �� + � � � . . .� ����, ����� � � �� ��� � � �� ������ ��r �� � � �� ����� � � ������� �� �F�}�� ���� �� � � ��� �� � � 3 R . r � � ���� ���� �� ���� �������� ��� � �� ���tl� � � �� r��� �� � � ��� - . � � F � . � . . .�. _ . � �� ������� ���� . ���t� ��� ���� ���� ��.� , . . . . . � � . .� � � � �t��� � r�� ��`��� � �i ���� r� ��_ �� � � : � � ����. �� � �� t�� : �� �� i � . � ����� �� �� � � ���� �� �� ���� � . . � �� ��r�����. �� ������� ���� ���� � � . � � � � � ��� r� �� �� � � � ; � � ����� � �� � �. � � � . . . � r�� �r� ��� ��.�.� � Nr�� �� ��� ������ ���� ��� �� � �� ����� � ���r����� �����+ _ � �T� �� �� ��r�� �_� �� ���� � � � . _ � . .� .� ����� �� ������� ���� ���� ��� ���k� ���� �� ��� � * � � � �� ����� ����� � � ����� �� �� � �1 ���� ���� �� t� � � � � � � � . . � �� �� ��������� ��� � . ����� � �� � � �,�� � � ���� ���� � � .� � ���� �� � r� ����� �� I . . � . � ���1 ���-� �� ����� �����; � . ��� �� r� � ��� ����� �� ��.� � � . � � � �' �� _ ����� ���� � ����� ����� � �� -- � � �r�� � � ����� a ���� �� ����� r� ����� � � �� �� � � � � ��.�1 ���� � �� * � � ������������ � ��� �� ����� � , � ��F �� �� ����� ��� �� * - - . � ������� ����.��� ��� ������� � � � � f � ��r����� ����� ���� �� ,* . � � �����-�� �� ����� � ,� � � � � ��� ��������� ����� � � � . . , . . . . . � �.�����. �� �� ���� ����� � � ��R��� ���� � � �� .� . . � ���� � ��� ��� ���� ������ . _ �I ��. ����������, ������ ���� �*. �� �������� �� �� � * . . .__ �. ��.�� �� ��� ���� � ������� � ���� �� . * * �� � � ��� �� �� � � �� � �� � �� ��� � � . � � ! �� � � � � �� �� � � � � � � r�� * � * . � ��� . � . �������� � � ���� ����� � � r���� rr� �� �������_ . � � � � +.. ������ * � ��������� � . E������ ��_ � _. � ���������� ���� ���� � . . . � � �����. �� ������� �� . , � ��. ���� ����`�������.- ���- ■ '" ` � k ' � � �� �� � ����� � � � �! � F � � ��� ���� ������ �� � I� �� ���. ����� � � . . � . ��� �� �i�� ����� � � � � ����� ����: ����� ���� �� � � _ � ��� �_ _ . ��� . - ,��* � ���#��*i � _,��* ������� �* � . � �*�� ���� : �� ..�����.�����*����� � ; . . �*.��..:� ���� ����� �� . �� � .����*��#*, �*��.�, *� �� �#i� �� � � �•#� �� ��� � ~ .� �� � �� � *�� �� ����E .' �.. � � � -#� ���� � . � �*��'� ���� �*- � �����.. ������ �� i��� � ��� � � * .. � � �k ��� � �� �i � .��� * � ��i � 4��� # �, , � �� � . ; �� � � . � t *. � � � � � �� � �� , � ��� � �� �a��`�. ���� .��� ���� �� � � � ��� ���� ��� � � �. � �.�-: � ��� �� � � � �. � �••� � � � � �� � � � � � �. - � � � _ ���: ��� � � � � � .#�###� ��*+� � . *���� � • � r� � � � � .•*�� *�# �� ��� � �� . # ���- � � �#. � #���+* .�# � � .# � �� # � ���.� � � �� ��-�- � � �� � � *� # � �� � i �� _ � ��� _* *��*��f. ���,��� ""�� #� # � _ � , � �, �� * �. . . � � # �— � �. � � � ��. � � ���{���jjj �. . � �7�F + Y r � � ��� � � ���* ��� .� ^ � � � �--� �_� � � � � ���.����� ������� � .� � �_- :� ,� � � � ���_� ,- ��, ������� ��� ������ �-���� ��.����� ��� ��� �� m � .� � � � � � � � ��� � ���� �� �--� � � �� . � .�.. � �. � .� � � -- � � �. ���� ���� � � �� � � � � � � � �- � � � � � � � � � � � � � � � � � � � � � � � �� � �� � � � F ^ � � � � ��� � ��� � r � . � �� z �__.� � �� � _� , � � ����� � � ��� ���� � �� � - � � F { � �•� � �. � � � � � � � � � i� � � � � � -� � ��.�� + �.� ��"�� . � � � .�, ��: � � ���.� � ��� � � ��. � � � � �. � ��� ��� ��� ��� � �• � � � � �� ����� � �- �- � ���:�.. � .� �.:� �� �� �� � �.�� � � �- � .� �� �� � .�.� �� ��� � � � � �. � � �� �� �� � �� .� � .� � �. . � � �� � � � � � � � � .� � � � � � � �- � � �. ��� � ��� � ��� �� � .�� � � � � -.�, . � �� � �. � � . � . �; �� =� �.� _ �.�� ��-� � ���.�� �� -.� � : � - � � -�... ���.�� ` � � � - � � . �. .�.-� � ��� � ��. .� � � # � � �� � � � � � � � �_ � � �� � � � -�. � I � � � � � � � � � � � � � • � � � � ��� ��� �� � �� �� � ,� ���. � �_�_� ���� � �_�: �. ��'.�� � �.�.� ��� .� � �� � � - # � � � � � � � � � � � � � � � � � � � �� �_ �� � � � �� �� � ��� � �. � � � � .� � � � �� �I �, �� � �� � ��� .� � . �� �� �� � � � � �� � � �. � . �. �� � � � � � � � � "� � � � � � � � �• � � . ���._�: : � �� � � ��- � ��- - � �� ���. � � ��� �� �� i � �"� - . � } � � _ •� � � � � � � � � � � � �:.- �. �t �. � ,. � �. �� � ,� � .. ��� �� � � � ���: � ���� .� �� - �� , ��� _ . . ��� � �� .� . . + �� , �� - � � �� �• �� ��� � � � � � � � � � � � 1 � � � � � � � r� � � . ���� � � � ���`� ��'����' � �� � �� � -�. �� . � � � ��� �, _ =��� � � � � � � � � � � � � ■ � �� � � � .� � � �� t � � � � � � � � � � � � � � � ��� �� � �� � � � � ��� ����� ���� � � ���. ��� ���� � �.-. � �. � � � � � � � � �. �� �:�� �..�+ � � ��� �� � � . � � � � � - . � � � � � �� � � � � ' � ������� � � � �'N�II�TI� �. ���1��� � � �� � � � � � � ��. �C�� ��������� �� � �� � �� � �� � �� � � �� �� �.�� �, �. �.��il`. . � � � � � � � � � ����. � � � � ��� � � . �� � � � � � � � � � � � � � � � � � �. . � � � � � �~� � � i � ��� �� �� � � �� � �� ������ � ;`�,� �.� � �� ��� - � � � � ���-�� �� �� f�1 � • r� � , � � � � -� n� _� � � �t � � �� �� _ �� � � � � G� � � �� � �� � ��� � � � � �� ��ti`#�� . � ���� � � ti� � � �� � ,�� ! � �y � � � � � � � � � � � � ' � . � � ��� ��� � � ��� � � �� r �� �� ����� � �.�:�.�:���:�.���`�: ��.��:���� ���.�.�.�� ��:������ �. � ��. �� ��.�� ��� � � � ���� �. � �� ��� � � �� ���� ��� � �� � ����� ������ �� ���� � �� ��� ������� � ��.�� �������� ��� .. . . .�. . . .. . . . . . . . . � . . . .. .. .� .. ��� ���� �� �� �. .� � �:� �� � � � � �� � �.� ����.������.� ��������.� �:����� ����� �:� �.������ � � ��� ������������.�� ������ . � ���:�� ����������� . ��� �.�� �..��� ������.�:�. � ������ ��� ��� ��� � . ��� � � � � �� ������ � ��� � � � � ������� �� ��� ���.�� �. � ���f ��� ���.��� �. �� � . . � � � . . . . ���� ��` �I�'.�����. ���.��. ���. . .�. � . ��� � �� ��������.� �.���.� �����' � �`���� ��. ��.� � � ��� ��.� . . � . . . .. .���. �.�. ... �. ... . . . ...... �:. . : . � .� . �� . � . . � � � . � � * � �.���:��:� �����.��-��� ������� � � ��� ���� � ����� .� � � �� � ��� � �� � ����� ���� ������ � �� �� ��� � . � �� ��� � �� �� � �� � � � �. � � � ���������� � � ���� ��� ��� ����� ��` ������ � . � � .. * � .... ............._...........................................� � � � � � �.�� �. ���.� ���� ���� . � �� �.� ���� �.��..�� - � � � ���.� � . Y �. �������.� * � .� �.�:� .� � ���.� ��� � .������.�� � � � � ��� �� �� �:� ��: � � �. .. �� � ���.�� �� ��:�.�� ���.� �.��.��`.1�.�� �. ������ ��� ���� �v. � .. . . ..... . .. .... ....... ......... . ... . . . . ..... . . .. . .. . . �. . �� . �. . ..:. �..:. : . ...:. . � ..�. �����. � �. � : ��. :�� ���� � � � � �.�:� �� . ��. � � � �� � ��:�. ��� �.�:�� � ��� �� ... ... . . . . . . � �� � ���� ��� ��� � �� �� � ��:�� ��.� �.� �� . �� �� ����� � � ������� �� ����� �. ��������� � ��:�. � � � �.�� �������� ��� �� ������� �.���������.�� ���� ������ � .�. ����� ���� � � � � �����.�� ��.� � ����� � � � � �� � � ���� �.� �. � �� ��.� ���� � .� � � � �:��. . � � �� ��-� ���a��� ���.������.� �.�:�Y��� � �� ��. � �.� �.�� � � .�. � � �� . ��� � ����� � �� ����������� � �� � ���� �� � ��� � �� �� � � ��� �� ��� � � � ����� � � �� ��� � � � ���. ���. �:� � �� . � � � � � ��� : . . �������: ��� ��:�.� �����.� �� � ��� � � �� � �� � � �� ��.�� � � � �� . �� ���� ���� � �' �� �. �.��. � �� ���� ��� ��.�. . �� � �� � � �� � . �� ����� ��������� � �� � ���� � �. .�� � � ��.� ������� � � �. �� ���� �� � �.� ���:� � �� �� � ��. � ���� ��:� �� � ���� � ��� �� � ���:� ���� � ��� ��� � � � �� �� ������ � ������ � .�� � ���� �x� � � �� ��� ���� � . � � � �.. .. . . ... • T i �.� ��h� ��.� ��� �� � �� �.� � � � . . � �� �... .. * i . ... �����:���� � � ��� # �� � � � � ������� # �.�� �. � ����.�� �.� � � �� � ������� �� �� � �.� � ��:� � � �� � � � �� ������� �� ���� �� ��..�.�� �� ��� �� � � .���� � �.� � ���� ��� �� �. � �.�� ��� ���� � � �.��`�� �� .� �. �� ��� � � � � � r �� � � � . � � � ��� �� .. . . . .. � . . . . . . .�. : : . . � � � :� . � ���� � � �����- ��:��� ��� � � ��. � ��� ��� �� �.�� �� �:� � �� � .�� � � �:� � � ��r��� � �� .. _ � .����� �. �:� .�.��:l�r�� �����"�� ����. .��. ����..�� �� ����� ��� . ����. . ���; � � � � * � � ��� �� � ���.�� ��t �����.� �.� �.� ����� � �.�� � ����.� I°� � �� �.� �.�� � �'�. --� ��.�� 1 ����� ���� � k 9 PARCEL 15PE/15CE : �. � . :�. . � . . �� �.�. ��'�����. .���� �����.���.�. �� ���.�. .����������� ��:���.������� ���:� ������ � .. .................. x .K..KK.. ........... ........ . .. .............- .%:: ::::Y::hhtinn.mr-.. .... . . . ... . ........... ..... .ti:::::.Y::f: . .....r .. .ti:..::....... ....... ..... ................• ... . ..................... . . . .......... . .. . . : . ... ..............M1. A y.1.....A.. ............ ......::::::::::...........;;.. . . :.:: ..kY:: . , . . . ........ ,...... .......:............. ' %% % % %%}...xx.r %::...........k.x.]C%K........�%:.%::::..hhh•;C.....%::}�jGOC^� . .. ....... ........................%::::%::::::7C::::7C::}::::%75:::: :: ::.k%::::::::::::::K:::::::.:Khh" '%SC:: , .. . , ................ . %:'%%%::%::%:::....... ...h%::':%:::.:::.:::::::::::... : %% . ....................7C%7C7C::K::%7S7S% • . 7C:.:::::::::... %':7C::7C'� ••}:: ' . • � .:.} .......................%:'::'::•::SC:'%SC ...%:::::::::.....x•:::..': k SCSC • ' k ................. ....%':%::::%::%:::. . . .....' %:':::�� .. x....%x3.'::.XX'_�L.�qppS • k • .............x..,, .75:::::::::: . . .. . • • ...% r ............. .. ...:. ...•k:::.:::::::::::::..:::'. ... ...• .% ��f7CYJC nTfTS1 . . . . .............................•.. ............ . • ...•iv:7;..' . . .. nh , ...................... ..• • �Yicrriri �r.•• . • . v . • , ......X.... .• . . . � ..::::5^�tJo-t... •• . . . . _ . . . . . . • • . . .. .. . . ... . ���������� � ��� ������ ���� �� ■ � ��� � F��: ���.�� ���rr�itt�r: �1�EIV� El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� � � . F� F� �, � ��.. f�l�r� L�ui�� �li�h�l��r� ...� .. . . . . {. . �� � � � . . . . � ���� �� ��'�..�������������"�������� ������.����.���� ���������: .�:. ��������:� �� : .. ...�� ��� . ..� . : : . ��� � ... . . . . . .. ... . .. . � � �� . .. . .. . . . .. . . . ..... .. .. .. . . . . . . .. . �� � � � � ��.�. � � . . � : : :.. . � . .� . . . .. . . � ... ... . .. . . ... � . .. . . . .. . . ������ ���� � �.� � �� �� � �� � :�� . . . .. . .. . . ... . . . . . .. .. ������ � �������� �:�:�. �����.� . ��.��.������ ���.�������� .. .��������� . .* . . . . . .. . ��� ���� ��:� ��# ��� �����:�:���� ���.��� ����.�.�.��..�� ����� �����.���.� ����� � �������.�: ��� � .. . � ... .. ���������.����� ��� ��� �'� • �' M' � ��� .'�. �e� � � .. ..... .. . • • •• ' . . • . . • . . . .�.��� �.:�� ��� ����� � ������ ���.�� � ..��. .������:� ����������: �.��.�� : .������� � . � :.� � ..:� .. . . .���������:� � �.���� ��� �������� ������`��� ���� � �`��.�����.� � �. � � � � � � ��� ���� � � ��.��� � ��������.��:� ���� � � �� � � � . ������� �.� �' � ��� �� � �� � � ��� �� � � ���� .� �� _ __ ���� �.. �� . ..... ............... :•:•:::•:::::.:.:::::::...::x � � •:• :: . ......... ........... . . ...............................•x:...... , , ..... ........x::••:::• ::............ ..... . . .. ........ xh....• �C::. . ... .. .. .. ::kSC%::ti�y-Yxhv...y'.:'�ub�n{-0C{]WG r..... ������ ����.������. ��: � .. . � � � � .. � .� .. � � �������� r. � �� �����. . � �:� � . �����..�+,� �: ��.� ����.�� ,��� .� ���� .. .. � � . . . . .. ����.������:��.� ������, �.��� ..��:����.���. .� ��� ��.�.�:� � � ��: � �� .�� � ���� .:{ . � y �. � : ����. �. ����� ��. .� . . . . . . .. . .. .. .. ������`� ��:��' ���� .� ��`� ����� �' �� ���.�����, �� �� :�.��� ������� ,�.��.� ����'��� ��� .������'�� ����`� . . . . . . . . . . .. ������:���� �����.�����...�����������. �����.����.�:��� . �� ����:��.�. .:�. .�.� � �� � ��� � � �: ��� � �.� � � �. .. .. . . . . . . .. . _� �:�� �� ��� ���.� ��� � ���, �.� � � �.�� ��. � � ��� � �.: � .� � � . . .. . .. . . . . . :�� ���.� � � ���� ��:� � �� �.�� �:� ���� ��:: � �� ��� �:.t.�.�� � � ��� �����.�� ������� �.����. � ��:������:��� ���.� ����. � ���.�:���� �� �. � . � ... . . �. � � x � � � � �. { � f � � � ��� � � �� �� ��� � ��� � � � � � ���� ����� . � .� �.����.��� � � � . . �.� � �����:��� � �.� � ����������� � � � ... . . . � . . � .. . . . . . .. .... ... . . . ���� � ��.� � � ������ ������ �:. �.���.��� �:��� � � �� .� ���� ��� �����.. �.�� � �:�.����� � ��� � . ��: �� ������ � ��:�� �. �.�.� �. � �� � .��� . � � :. � .��� � �: � ��� . .. � �.. ����. �� ��: � �� ��� ���� �������:���� � �� ��� �.�.�.���� .����� ��� � � �.� �� . ��.�� ������� �. ����� � �� r-����, ��r ��� ��r��� �����i�� ��i� t� ��� ���� ��� ��I��r� ��� ��� ��I �� �I� ��r��i��r��i�r� � a ����� r� �t� ��I� � ��� �� r��� � �� � �� r���� it� �u�������r�� ��� ���i �� � r� ���i ��i�� �� � � � � � � � ��r����� N ����r� ��� f�r tl�� ������� �tN�� � � ���ti�r�, r�n �i r�t������, �� I���r� � r�t, � r��� � �� � � �� r 1 ����1 �� � �������1 1� ����1 L_.I�� ��.+4����� � ��1 ����1 1 ������� �� �� �i���ll�� ��. ��� �����I� � � � i��l���� �I� �r��i��r���l ��r�1�� �����1 ��� ����� r��r�� �t���hnn�r��� � �� ��r�t �r��1 � � , � � �����t�r��r����a ir��l��i��� ��t r��� fi����� �� ��r���l��� ���rl��l� ��r���, ����r�l Irr�� ���r���ti�r�� # �i ��� ����, � u n����r� ����� i r� � � ��r� � � ���� � �� ��r���� � ����� �� ��� ������r�� ��� ��`t �r�� � � � r� �r� ��I I� ������ ��� i r� E��� �it� ���a� �r�� �a ��� �tt�����1 ��r�t� �r��1 i ���r �r���� I��r�� r� ��r �I I � ��r�i���� ��������, t������r ��t� t�� �� �t �r�� r��il� � �� �� �r��1 �II tN�r�� t� �r���� ������n� � � � � �r����t�, �r� ��� ���t �F�����f� f�r t1�� �r ��� �� ��������t�� , � ����i� ���r���ir�ir� r�� I��i� � � � � �} �� � �� ���r��1ir��� �r��1 ����ir�r�� ��i� F��il�� . � I r� �� ���r�� ��� [� � r��r�t�� �r� ��� t�r� ����r��r�t ��� ��t i r� � r� r� �� ��r ��r i�� i r�t� �-f���� i r� �� � � � � r��t��i�� ��� �� i� ����r��i����� �i�� �i�� �i �t� r�����1 I��r��n�1�r�� �r �I ����t �r� �r��� �� �� � � �� � ������� ������ t�� �����n��� �r����r�� � ��������� ��r�u���r�� �t� �����1ir� , ir���u�in ��� r�r�t � �� �i�it�� ��� r�������t �r�r�, �I� �i �, ��II�����, ��i�l� �r� r������ f�r���� �r� ��II� �� ����� � � � �t���t�r�� �i��t �'������ � ��il��rr� ���r�i�. H������, �r�r���� ����I �� �rr�i���� t� i����ll �r�� l� t�� i r�t�i r� � �� r��r����, ���� �It �r� r��� I � r����� , ���� �r � r�Nr� I�� ������ t�� ����� ��� � � � � ������t�. ���r�t�� ���rl �� ��li �t�� �� r������ �I�� ��r���� �� �[�� ������r�� �r� ��t �� � � � �r��r����'� ��I� ���� ��� �� �r���� ir�����i� �i�� r����r��i�� �� �� �i����ll�� �lr������ � �r � � � a �� �i� il�r ��r���� ir����������� ����t�� � �� �� ������r�t �� ��� ����r��r�t Tr���� �I���� r�� f���� � � � ���n ����r���, ���������1, �I��r�� � �1��� �� } �r ����r� �� �� � ������ �f t�� �r'�r������ ��� �� � � ��� ����rr� � r�t � �� r����1 ���� u r���r. �r��i���l � �������� tf��t ��� r���� ��� I I ��t �� ���� �t��1 t� � r���t��� ��' ���I ��� i �`�'i���i �r� �����r�� �� �tl��r i r� �r���n�� r�t� i n ���I I�� � � �i�l��i� � �� �I�� �������� �� �t� � ir��� ���� ��� �� t� i� ������r��. �J ���� ��a���� � � , � � �������� � �� tl�� T���� ��� �r� ���� �� � �� ���� ��� ��� r�t�r �r �h� � � � � ��������� I��i��� ����������� �� ���� r�� �� �� �����I�� ��f��� t�� �1 ���' �r�� i������ �� t�� �1�t� � � � �f �� i � ��� � i�i�i� � �� r���� r�l� ��� �� �� ���� ����� � N r���r����i� � ����t �I�� ��� ��� � r� ������ � � ��'�� ���� ���� ���� r�l �I�� ��� ��� �� i�h ��� E���r� ��� �r� ��t ��� �� � ir�� �� ��� � �r� i �� �� � � � � ����i� � ��� �I�� ������I���� �ri�� �ill �� �I�� ���� ti�� ���r���� � � ���r���r �r� t��� �� �i�it���. � �� � �� H��� �� � T� �--I�L� ti�� � ����-����r� ��� ���� r� ��� �� �t��r �i�� �I I � r�� �i r� � r� � �f�� � � � �i��t� ��� ����r��r������ ������� ir� �r� �� ��I�r� ir� ��t� ���r���� ���1 �r�r������ � � � � � �� ������r� � �� ���i�r� � f�����r�; �n� � �� �t�� ���� ��r�� �i �� ���� If � �� i�� ���������` � �� � ���i� rr � �� �� ���r�rt � r�� ������ � ��f� �� �I � � r�� �� r� u I�� ��� �������t � �t� � ��r���� it� � a �l.�l������� ��� �������� ���ll'"1�� ����'� ������1 ��1�����1��� I���1II �N�I��I� ��' �� ���II'11 ��� � � ��I�I��, ��' �I�� ��� ��1�1����. Tl�i� ����r���t r��� �� �������� ir� ��Iti I� ���r�t�r �r��a ���� �� �I�i�i� �i�l �� ������ �� � � �r���i��l, ��� �r�i�� �����h�r� �i�l ��r���it��� �r�� �r��tr����r��. �l��r�r ��� ��r����� r� �i��� �ir� �I�r� � � � r���..��� ��� ���r���r�� �r��l��� ��� �1���1. [�I��I��� F��� �����1F� ��! THE F�������� ���� � ���I �T�F�1� � E1J��F� E���f�1 E�l� F���_ �������� ���� ������ �, . . . . ........: :'::::: ... . . . . . ....................%%:::'%SC..... . ........ . .. . . :::.: ................••K::XK::::K .... ......... .... , .......................::::::::: .. .. . .... , ................ %%::::%::::::;; . ........ .. ... ...... ......... ........... ... . ..... ................ 7C%::7C::::::%7S7S:::......... .. :....::':.......... ....... .... .... ....... ..•'k: . ................... .......... %%'::'%::%::%::::::%..SC:.%SCSC:::: %%:.:::::::.:::::::::.:••:'::::::...... ...... . :::� ::. :•'h:: �::]OGC:::::..: ...�.. . . ........::::::::.. . %:::::::::::::::::: ....... .. . . .. .. . . ... ............::... :.........::::::::::.. . ... " # .........::::::::::::::::............ ....%%..%%%::..........%%%;;SCSC%::::::::7C%7C7C%:.7C:;'% .:::x::::x:::%:.%:::::::��:::%:.SC:.:..;;:7C:::..::.%:k:;.::75:%::��••'•� •%h":'SCSCk"Y�C SCSC:.}; ::%:.:.::7C7S........h7S %:.::::hhh': � ' � ....... ............%.. .... % ...........:.:.:.:.:%..... .. :. ....ti. � ... ��%%..h.. V V��4tiL�4V.V V V V • ....................... .... .::.x }��} . • ... y. ..:::: . ...�C]C% � A�Y+C]Y%k:::.}::.Y.Y.ti:L�`Y't1L'SC�.JC ]C . . . . . x......... '::: •h......::•.........SC :.:::............ _ ..... i: ':: "::. . ... .... .. ......�� — ........ .. . ... XXXh�CJf-nxn M1 v .. . . . . . • . ' .. ^^ , , . . ... . \ +[��y :.: k}� x..':+C.MYAC:t :. . .. , +C+C+Ci4'S1TY. . . . . . • � .. . �'������•7� �.•�� .�.��.� .� �� � � � � �#. 3 . � + • �. . .�R ....... ... . . . . . . . . ...... . .. ........x .... . . ...... ... . ....... . . ..................... . ..... x:.....:::.:::::::. .............................. .... ...... .. . . . ... . ..... . ........ .. K::%::':::h:.: • . . ......... ............. • SC:::.SC:::::::.: :.....::::::::::::::::.. .............•k:.:.:::::::::.:::.k:::::.::. .... .............. ....%:::::::.:...:.%::..::..:::::... ... . ............• .. . . .. • •vnh::'.Y:.%:. %:.: :... ..... ................... . ... ........... ...::::::::.h:::::................•,•• 1 _ ..... ... .. x ............::::%:::.:.:::;::..:..........•'%:::.%::::hh..:.%%:.:.h:.::%:.:::::.:{.k%k]C"%'.: ... . .� y v-0OWG{]�v�r79W4h • ... ... ... ... ....... ........•• ' ' ...�ti ti 4{ .. . .�x.7C%::7C ..... .......... • • . . . . . . n . . . . . . . . • . �� � �� �.� � ��' ���� �• �f. .. � ��. . �:�������R ���� � � �:� ���� ����� . .. .. . � ��� � ��� �� ............... . . � y . . . � � ����� ����.� ���� �.�� �.��� ����� ���`� . � ����� ��. � � �.�.�:�����'.��� �� . � ��. � � . . . . . .. . ... _ ��'� � i���l������1� �I�����' .. �� � � � �� ��� . ��� ��� �� � �. � � � �� . . . . . ��: �°�` ��� �. . . . � �.:.��.-..�.,�....... __.....�����,,..�__....... ..__.. . . . � .� �� � ���. : ��� � � � �� � ��� �����.�. � ��� ���.���� � �� . .. . . _ _ __ _ .............. . . . � . �� � � �� � � �� � ���� ��.� � � � ���� ���� �.� ����������. � � . . ....... . . . � . . .. .. ..�.. . i��� r�� �i �tt�rr��� . . �I �t� �I � ��� ...�� � � � �����. �����. ������: _____— � � . � . .., ....�v..vvv.... _.� ..r,,, , , . . . . . . . . . . . . . . . Q �j.�' ......._ �. * ������ � � � �� �r�i r��r��� �1�� � �1�� � � .. . . . �: � ��� ���:� � .�.�����.� __ � � �� ����� � ��� ����� � � � �:� � � �� � �� ��� ���� �� �. . .� � . . . � � �� �:�.� �.� ����� � �� ������.��. � � :�� �� � ������������ . : �� .� �:�������� � � � ����.��� ����.� ���� ��� �.���� ��.�����. �� ����.�.�.� 4 . .. �. ..... . � . . . � � ... .. . . . . . ��. ���� ��� � � °� ��� �:����� � � � � � .����� �.��� ��������. �. ����:� �� .����.�.�� � .� � ����� ������. �������� � �� . ����:� ��� ����. .� �.... . . .. � �� ���. �� � � .. . . . .. .. . . � � �.��� �����������:��� ��. ��.�� ����� �����.��� .��������.����:��� �����. ������:������.�.��� ��. .�.�.� ������ :�. �. ��..��.��� �����.� : � ���.. .... ... . � .. � . . . . .. . ... .... . . : . . � . � � . . . . .. . . . .. .. . �� ��.�� ���.,�.�� ��.�: �����.�. � .���.���������� �� �� ��.�.:� ����� .�� .. �: �.� ��:�. �. � �:����.. �.�. � ��..a.�:..�;���:� .� � � � ��� .: ���. ��.: . � :. ... 4'4' . ]�} �y ��� '7Lf ��7 F•��� ,�����•�� ������.�• �� • ������ •�' ! �. �� ��7RiR �� • �'��� . �����.�.� ������ i ... . . . • � .. � � •�.. . .. . . . . . . . . . . . . . . . . . . . • . ����� � ��� �:��� � � �� � � ��� � ����:� �, ��� � � � � � . ��� �.� . . .. � . � . � : .. . . .. :�.� ��. ' �y�' ' yr 'rK. { F• � . . . �`. �� � ��... � . ',�.,�i . . � � �� . ��: . . . . .. . . . . ... . ::... .. . . � .._ . ... ........ � � . �����,�� ������ . �: � �����:� ��. �. .� �#: �.��.� �.���� . : .,�� � � �.� #� � *�� � �. � r . .: . . . . . . . �:'�� � � : �� � ���.���.��.. ��. . ����.� ���.# �. ����� ���. .�� � ����� � ��.$ �.�� ...... . . . ... . �� � � � � �� �.� . . k . . . . . . ... � ���� .' : . . .*� �'�' � � � � � � �� � �.�.����'�r � � � �` ����'� ����� � . �� � .�.�.�� �� � . ... . . . ... . n. . . . . . �������������.�.... _.. ��������.����. ��������.��. . ��.� ���� � �� ���� ����� ����.���� ��' ���{ �������� � . . . x xwx.'�� .. . � . � . . � ' :x ���. �i. . ��ry F�, , v:f.. . .� .: . � �.1 �x'R �� :�n.� .. . .. .i } � . .. . . ������� .��.���.���.����� � ��� ��� � �� . .. � ���� N !�� �s^�'#.n�sx''°c,•:x'� .. x "� . . . .N+�C SC k a+l • :v.Y::.riY: ...: . n M �� � ����� �.... ����������. . .� . ' �� • • • • . . . . ................................................................................................................ ............................... . ..... . ..... . ..................................................................................................................................... . . . ................. ... . . ....... . ............. ........................................................ ...........x::x::::::::x ::::::::::::::::::::::x::::::xx::xxx::::::::::::::x::::::xx::::::xx::xxx::::x::x::x::::::xxx::::::::::::::x::x::::::x:::::.x::::::::::x::xx::::::::x::::::::::::xx::::::::::::x:::::::::.:: :::xx:::::.::x::x:::::::.::::x:::::::.:.::...............:::x:.:::::::.:....:::xx:.:.::xx::x:::.::::x::::x:::::::::::.::...::.xx::::xxx:.:.x:::: ........... . ... ....... ..... . . . ....................h:::::.::::: ....::%:::::.:::::::::.%::::::%::::::::::::::::::::::%:::.:.::::%::%:::::::::.:: .::%"::::%:::::::::.::h:::::::::::::::.:' ::.%:::::.::::::::::::%:.:::::::::::::::::::::::.:: ...................................:::':::. .... . .. ... .. . :::7C'.'.k":.:::. ' ' :.:.k . :�C .. . :... ..::.:...:.. ..... . . ... .... :: . ........... .:.. k..:.... x... 7C . 7C':'." %7C7C::7C::%7C.. ..k:: ' ' 7C7C"::k%k" :.%::::::7C:::.:.7C%:::::::.k%::7C: YiOC__...SL]Zz_r' � ^' x��i��v���i��Y�r �—: m•xwrYK•xw�pvvvxvv�v�n . . . ... ... ....................... . ........................................................... . . . ....... ......... ......... . . ..... . . ........... . . . ..................................................... ... ........... ....................................................... ................. ... . ..... . ..................................................................................... ......... . ....... ::%%:::.h%%:.::::%::::::h:.:::.::::::%%:::::.h:::::.:.% :::::.:.:.: . . ... . ....... ....%:.%::%:.%:.:::.h:.:::.:.: ....:.:.:.: ... ....:.:.:.:.:.:. :::%::::%::::::::::::::::h%::::::::%::%::::::%%::::::::::%:.::::%::%:::::::::.:: :::%%:.::%%::::::::::::::::::::::::::::::%::::::::::::::%::::::%::%:::::::.:::::::::::::::::::.:::::::.:::::.::%::%:.::::%:::.h%':%::::::::::::::::: ...................... .... ........ ..... . . ......... . ..... ......::::::::%:.:.:::::::::::.::::h:::::::::::::::.: ......... ..... .::.h:.:::::.:.: . ... . ..... ... ..... ......::::::::::::::::::::%:::.:::. : .::%h:.:.:.%:::::::.:::.:: ::.%:.:.:.%:.:.:.:.:.:::::::::.:::.:.:::.:::::::::.'::.:.:.:::::.:::::::::::.h:::.::::'::.%:.'::::::.::::h" %:::::::::::.h:::.:.:.'.:.' :' ......................... ................. .............................. .. ... :::kk"::k]C:.::k::::]Ck:::::.:AC:.%k%'::::: ' :.:: %:.. . ::. . ..:7Ak::'. :.]C:.kk:.::]C' ]07C:::.::%%k:.%kY:.:.k:.k:::.:::.%::�.:.:.::b.�:.k:.:::.:.k::.w.wk..:...x ...: .. . ....... ..... ... ... . . . ...:: : :::::::.k"::' k' ::::":.' :.:.:::...... ::: ::.. . . . . . . . . . . .. . . . ... . . . . . . . �F��•� �����•�.�. .�I ��� . . . .. .. . .. .. . ... ... . .. . . . . . . . . . . • � ��.�•�. � � � � � �. •� � � ��•� •'�'� • � � �� �•� • . .. .. . . . .. . ... . . . .. . . .. .... � � � �:��� � ���� . �r � � .� � � � � �,.� � ��� � ��� � �� ��:� ���.�.� ��� ��.�. � . ��:��� � : � . � �r�..� � � �� � � �:r� � ��:� �� ��� ��� ���: ��� �"�:���:� #� � . . . .... . .. .. . �:�� :� . ��. �: ���� �:� � � �.� �� ��. � � � � � : �� �.�� � �� � . �� �� �. � . ��� � : . � � �� � � � � � � � � � ��� � �� � �� �.� �� :� ���� . � � �.� � �� �� ��.� � : �� �� �.�. . . .. ... . . . . .. � : .. ��:� �� �� � � � � � .� ������ � � � �� � . � �: � � ������: � �:�� �� �� �� � �:�. �� �� ��:�:� �.�.�:�.���� ��� ��:�� �� . �� �� �:�� � ���� � � :�:� � ������ . . .. ����.� . � ����� � �'� � ��� �� � �� ���� � �� � : � �:� � � ����� ������� : � ��� � �:.� �����:������ � � � � � � �.���� ��� � � �. � � � �� : �� � �.� � � ������ ��:�.���. . . . .. ... .. . .. . .. . . .. . . . .. :� �. . ��:�� � ��:�� ���� � ��.� ��������� ��.�� : ���:� ��� ���� �������. .��� �� �.� ������� ������ . ��� � � � ���:: ��� . ..� ���.. � � � ��� �� � �� ... . . . . . � � . �������.. . .�•�•��•� �'��'�'� '�� ��'� �•'���• �'���' � � ���� � �� .� � .�� .�� , � � �.� .� � � . ������:� ���� . . . ���:�� :� � �� � �� F. � ����� �:� ��� ������� �����. � `� � . �� . �. � . {: . . � �. .�: : . ������ .#��.� �������� �����.��� .����� ��� �����. : ' � #. ,. .� .� � :. . �.�.�� . . . . . .. . .. .� . . . � . . . �. . . �. � � � � � ��:���.; .� � � ����.�� � �:��:� ���.� � � . : . � .3� �. �. � . �����` �.� * ° _ � .�� . . . . . . . . . . . . . . . . . • . ��� � � ������� . ..�� � � �.�.� �� ��. � ��.� � �.�... . �.....� .� �:: � �� � �� � �: ..�a ..���:; . .� . R . � . �� ��� � �� � �� . . . .. � ... � * . . * . ..� �.�.�: ��� �� x�c,c • �� �� �������� �.���.. . .. .. . . . . . .. . . . . . . . . .. .. . .. . .... ����� � � � �i�w ��'� . ....... . . . . . .. . . . ..... . . . . �.� �.� �� .� � �� � �� �� .. . . .. . ... . . . .. . . .. . . ... . . . � � �:�� � �.��� �� ��� � � . . . . .. . . ' { . ' . . . . + . . . . . . . . . . . . . .'. ' .� .���.. �. ��..�.� .�.�. . ..�� . .. �� ... �..�. �. . . . .. . . . . . . . • '. . . . ' . . . � . ' . . . . .' '. . . . . . . . . . . . .' . . . .' . . . . � '. . . . . . . . . . . . . . � . . . �:� : � ��� � ��: �: �. : � . . :�. � �� ����,. � �. � .. � � � :�.� � . . ����.� � � �t��� �� � k� .� � . � �� � . . . . . . +..... .. ...... ..... .. . r�p� �n���m�r� ir� �r � .. . . � . .. . . . . . . . . � � ����� � � ��. ��� � �' � � �� � � �# � ������ � .��� � � � �� ���� ��� . �. . . . . ... . . � . �� : � ���.� .�� �.���� � � � � � � � ��� r��� � .� � .��.:���:�:�:� �: � � �: ��� � �� � �.� �� �� � ���.�: �. � �.��� �: � ��� � ,. � �.� . ��� ������� � �.��� : � �: . � � � . . • . y . . . . � � . . �•�. � � � � � � . . �.�.� � �� �. � � � . � �� �� � ��� . .� �.��. � � .� �� ��.�� .� � � . �� � � . .� ��� � �• � �� � � � �� • .� � �• �•� � � . �.�. ���...���. �� ���•• �•��� �� ���• ���� ��� ��•� • �� ������ ����.. ���:����������� ��������� �� � :�����•� � �� . • • � � � � � � � � � � � �� ��� � .�� � ��.� � � � �� � � + .. .. . . � . .. . � ... .. .. . .. . .... . . . . . � � . .. � . ...�.� � �.� . � ��� �� �. ��� � ����� � � �� �.���� � �� � � I �� 1 �� h ���� � � �� . . .� .. �� �� � ��� :�: . . . . � �� . ��� � �i�i��ll� �i�n�� ��r �li�l� �r��n .. . . ... . . . . . . . .. . ... .� � �. . . .. ����� ����� ���� �� ���t r� �T�T� �� �E��� �I����� �,�. ��7�����-� �� ���� � ���. ����. ��� ���� ��� I �`� �'� � ����� ����.� � ��� ...... ...... .. .. . . . ... .. . . .. . .. .�����: �� ����� �:� :� �.. . . . . .��x��.:��� �:.��t�: � �� �.��. � � � .�:��:�� � .. � :... � . .. ...._�.�:� ��� � �� � �.. � ����� ��:� � � ��� � �����r��� ���� ���� ������ ��� ���� � � . .. ..� .... .. . ... ... . . ... . . . .. .. t�: . .... � ������������� . . .......................................... ....................... ..... ..................................... ..................... ........... . ..... . . . ................................................ ........ :::x::x::::::xxx ::::::::::::::::::::::::::xx::::xxx::::::::::xxxxx::::::::x::xxxk::::::::x::x::xx:::.x::x::::x::::::x::::x::x::x::x:.xxxxxxx::x::x:::.::x:.x ::::::::::: ::::h. : . ...::.:::::::::::::.:.:::::.:::::::::.:::::::::::::::.::::::::::::::: %:::::.::::::::::%:::::::.:::::::::::::::::.:.%:::::::::::.: ::: x•::. x X:.:: •.'�+4' �G:3:.:. x X'.'.,h:: •: x'ti.'.Y: t�c't,c t: ��:',';.Y'�'.x".f 7G:�'itS ao-�: �� XY 3 X;.'.;:: ",µ,�,i.'. X X'.;:;�.k:: X'.;:7[ •;�7.4:::. .. . . . . . .. . . .. . . . . .. . .. ........... . ............... . . .. ........ . . �.�� �. .� � . ����� �.. . ...... . .. .. . .. ... . .. ... .. ...... ........ .. .. .. .... . .. . . . . . . . ... . . . . . . . . . ... . �� �•�• .:. � . . : . . '��. �'� �.�.�. ..���� . . ..�.�. . {. . . . .. . . .. . . . . ... . . .. . .. . . ... ..... .. .... . ... . ... ....... ..... ............ ... . .. ... ..... .. . .... ... . . .. . ... . . . . .. . . . ���� � �•.. .� . �.�. �'. .� � � � . . . . . . .. . . . . . . . : . . . . .:. . . . . . . . . . . . . . . . .. .•. . . . . . .. . : : . :.. . . . . . . :. � : : : . . . .. . . . .. . . ..... ... . ... .. . . .... ... .. ..... ... .. .. .... .. ............:. . ...:.. . . ......:. ..: ..:...... .. .. ..... .... ..... .........::. .. . . . .... .. .. .. . ... .. . ... . : . .. . . . ..:.. . . .:.. .. .: . . . .:. . . .. . .. . . . :. ... . . .. . . . .... • . : . . : . . � ' ' : . �. ' .. .. . ' . .... ..... . . ... . . . . . . . .. ..... . . . . . . . .. . . � . . . . ' . .'. .' . . ' '. . .' . ' '. . . .'. . . . . . . . . .. . ..... . .. ... . ... . .. .... .. .. . . .. . .. .. .. .. .. . . . . . . . .. . ... . . .. . . . . . • . . . ..• .•.. .. .. .... . . . . . . . . . .. . .. : . . . . .. ' . .. � . . . . ... .° .� . . : •'. . . ' . .. . . . '. . ::.. . ....... ... . •.. . ... ... � .. ..�.. ... . . .. . . .. .. . .. . . ... . .. .. • . • . . . ... . :. .. . ... .. . . .. . .. .... .. . . . .. .. . . . . .. a . . ... . . . .. . . : .. . . . # •. .. ... . . . .... . .... ..... . . ... . . . .. . .. . .. . : .. ... .. . .. . •. . . . • ... . • . . . ... ..... . . • • ... . ... . . . . . ... . .. .. . . . .. . .: .'.: '.': . .. . . .. . .. . .. . . .. .. ... ... .. . . ... .�. . .. .. ... . .. . ....... ........ . ... . . . ... .. . .. . ... ... .. . .. . . . .. ... . .. . . .•. . . •. . ... . . .. . . . . .. . .. ... . ... ... . . . . # .. .. . . .... .. ... . : ..... ... .. . . . . : . . . . . • . .. . . . .. . .. . .• . �. .. . ........ .. . .. ... . ......... . . . ....... .. .. .:....... ...... . ..... .. ...:..... . . ...... .. . . ... ...:..... ... : .:. .�. : : .:. .. � . . . .. .�::�: ��: �°:: �� �. .�:°: � ��� ��: �� �. �. � �.���: ��� ���. : �� �� ��� � � .�. .. �� : .. ���::� :���� :�.���� : ��.�.��:�: . : .�:: ��.� �.. : � :.� °°.���.����� � .:: ������.�: :�.� ���:�.. : .. ..... .. . . . . .. . ...... ......... � ... .................� .... .... .. .. .. ... .. . . .� . . . . .'. . .k '. .' '. '. . .'. . . . . .'. .'. .. . . . . ... . ... . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . .' . .. . . . .: '.'. .'. .' ' . . . . . .'. . . . . .'. . . . . . . . . . . . . y... . . . .'. . . . . . . .' '. .' . . . . . . . . . .'.'. . . . . . .' . .'.'. .'. . . . .'. . .'. . '. .' . . ' '. . . . .�, ' .���� �� �� :�.. . . . . . . . . : . . .' .' . . . . . .. . . . .' .' . . . ... . . .:. .. . '. . : : ... . . . .: . . . ' . . . . . . .'., . . . '. '� . .. . .' . . .� . . . ..' . .'. . .':.. .'. '. . ': . . ..T .:: . . . : '. . . : . . : : . . . : .': . . . . . .'. . . . . . .. . . .. . . . . . . . . ... . . . . . ... . . . . . . . . ... . . . . . : . . . : ... �:�. �. .� �.� . . .��.���.''��. . .�� �'� . : ' ���� �. . �. . . . . . . . . . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . : . . . . . . . : . . . . . : . � . . . . . . . : . . . : . : : : . . . . . . . . . .. . . . . ... . : . . : . . . . � . . . . . : . . � . . . : �:� :�:�� � � .� � �. :� :���� �.� :�� . � : � � �� � � � �� . . �� �� � � �� . . .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . : . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . � . . . . .. . .. � . . :. . ...... ..... ... ... ... .. . .. . . . . . .. ... . ...... .. .. ... . . . . . . . . .. . . : ...:�..... . .. . � .. . .. � . . : �: : .:... .:. .. .� . �.� . . . . . . . . .� . . . . .... . .............:.... .............. .. .... .... . ..:.. ........... .. .... . . .. .. . .... . . : :. . . . . . .: . . .: .� . : . . . .� . . .:�:: . :. . : � . �:� ..� . � � �. � .� � . .::�:� :�� . � : .. :.� .. � :.� � �. � : :. .. . . .: : .. . . : .. . .. . . . .. : :.. : � � � � � �.::: :: : : � : � .. .. . : . . . . . : . : : . . . . . . ... . . . . . . . �. . . . . . . . . . . . . :. . ....:.� .. .. . .. . : .:..:.. . ...� . .. : . �.�... . � �.�...:. � �. �� �. . . :. .:. . .� .: . .... . �. . . . . .��.� . . :� �.. . . .. .���. ..:�. . . ..�:� .. ..� ��.: �: � �.. .���� ��.. : � � � � ��� � � � � . .. ...... ......�....� .......:...............:.:...........::........�...............�.............. .....................:.:..�............::.............:�'.....:......:. . . ....... ... ... .. ... . ..... . .. . . . . . . . .. . . . ... . ... . .. ..... ... . ....... .. : ..:.. .. . . ... .. ...:.. . . .. ...: . ..: . . ..: : �:� �:�.�.� :.... ... : :.. : ... :.... ::::: ... :. .:.. .: : .. : . . . . . . . . . . . . . . .. .. . . : . . .. ... . .... . ........ . :. .... . . . . . . .. .. . .. . . ...... .. ... ..... .. . . .. ...... . *.. t � . .... ... .. .. : .. . . .... . . .... . . . ..... :. .�.. .. �.�.. .. . ....... ... . .. . . .. .. . . .. . . . . . . . . . . . . . .. .. � .. . : . .. :.. � � . �. .... . .. :.:. . .�. � . . . . . . � ..: . .:. . . : . ... . : �.�.. : .. � � :: . . . : . .���:�:��:�::::�.� � :.�.�.� ��. ��.�.��.�. . �����:���� ��� � � � ��.: ��.�:� �.���� : : � .:. � �.�� �.�� . :�. . . . ... .:... . . .. . . : . . . :.. . .:... . . . . .. . .:.: ..� .. . .� . . . �: . ... . � . . . .. . . ..� . .. .� �� ����� �� . ��� � . . ��� � :..:.. .. ...... .. . . . . . . . .. . . . .. . . .. . ... . . . :. ... ..... . .. . � .. . . .. : . : . ... . . . .. . . .:. .. . . .. . . ..�.: . . : �..: .�.. .. �.�. . ... . . ... .. ... . . .:. . .� ..�.�. .:. .:. . : .. . .�. . . .�:�. :�. y . . .�: .�...� � � .� . �:�. : :° .'.� . .: ..: .::..:. .�. . . . : k . � . ..�: ... ......: .:. . .� �.. ..... . .: . .. :� . . : ::�.�.�:�� ��.:��:�:�::�:.: �. :.:..... . . ... .� � .. � : :. �� : �. ..�. . . . .. . .... ... . . . . . . . . ..�� : � : :. . . : . . . . . � ���.�� � � � � � �� � � � ��.�'. � �� .� ��.�� . . .� �� . . . . . . : .�. . .�. . ._. � _. . �.� . . . . . . ._. . . _ . ,�. . . �. .�. } . � . . . . . . . . �. . , . , � .., . . . ,�. .�.� . � .� .�. . . � :. . ��.�e � �� � � ��:. . . :�'�.�� ��,� �.� . .��. �..���.�i� �. � � � . �.� � �.�� �� :�� � �� � �� � � ��� �t . � . . . � . . . � . ... . .. . � . . . . ... .. .. . .. .. . .... .. ... .. ..... . ... . . . . . . .: .... . . ...... . . . . . . . .. . :. :.. ... . . .. . . . . . ..�. . . .�. . . . . . . . . . . . . . ,�. . , . . . . . . , , . . �. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .... . . . . . . .. * . . . { . . . .. .. . . . . . . . .�.�..� � . �� .�. ... �... .. : :.... . . ..ti ti. . :. . . . . :. .:. :. .. . . ...: .:. . ..:. . .:. .. . ... ... . .. : ...::. . :. ::. :,: :. .. , :,..:: . .:.. . ::. ,:�::� � . :� .�.�.:.� .�� .� ..� . . � . . . . . . . .�. . � . . . . .� �� .. � . �.�. . .�. . . .� ���. . . � �� .� .. � �.�.�. �. . . .� . . ��.� .���. .�■.�. .�.� . .���.�. . �� ��� �� � .� �.��� �.� �� . �� ��� � . � .. . . . . . .. . . . . . .. . . . .. ..... . . .�... .. . .. . .. .. .. . . ... ..... . . .... . . . ... . . . .... . . . .. . . . . .�,�. .. . . .�. .� .�: �. . � . .�. :�. . .� . .�..: �.: . : . . .� . . . .: . . ...: . �.�. . � .�. . . . . . ... . �. . �,� �.� : .�.: : . . : . . . . . .� �. � . . .� . . . . . . ...� .. . ... . . . . . . . ..... . . . . . . . � . . . . . : � . � . � . � . . . . . . . . . . . . . � . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .� .. . . .. , . .� . . . . �.� . . . .�. � .*. . . .. . . . . . . . . . . . . . . .� . . . �� . .� . . ��.. �� ���.� .. .:: ::... . � : ..�.�.�: ��: :... �� �� .�. . � � � �.�.�.�.::�°�. � � � � �:.. . �� � . . .�� �� ���.: ���� � . �� ���� �. � ��.�.�:��:�����:� ���.��� ��� ��������. ������� �� �� . . . °� . . .... .'� . ...... ....:� ....... ...... . ... ........ ...... .. ....... ... ... ...... .. :....... .. ...���.� ... . ... .. . . . ... . .. . . .. . . . .. ..... . .. .. . ... .. . .. : Y . .. . . .. . .... ... . ... . :. . . . . . . . .. ... . ... . . . . .� � . . . . . . . . . . . . . . � :: : . . . . . : . : ....:. . . . . .�.. .. .. .�.�.. � .:. . . � . �. � ... . � . �. � . . . . . . ... ... . . . �.:.�.�. . . .. . . . . . . .. . . . .. � .. . . . . . . . . . :: . �:: � . :�: .�.:.:.� . �. .�� �.�.: .�.�:�.�. . . . . .. . ........... .. �� � . . � � �. . � ���. .. . . � ��:.. :��� � � : � : � � � : � ���. . � :��� �. �����`� . :� ���.� �:� � ���� � : .� ��:�����:�:��� � ����: � �:�:°: : .�.� ����� �.���� � :��.� �� . : � � : � � � � . . . . . . . . . . . . . . . .�. �. . � . . . . . . . . . . . . . . . . . . .�. : .� . � . �. . . . . . .�. .� .. . : . . . . .�.�... . . . . . .�.� . . .� . . .�.�: . .� ... �. . . .�.�. .�.�.� .�. .� .�. .�... .....:� . .� �. ... .:::.. . .� .� �. . .: :.. . �...::� .�. .�.�.�. ... . . . . . ... .�.� �. . .�. . . .� �.:. . .�.�. . .�. . . . .� :. . .. ..: ... . : .. .: .� . .. �... . .:... . �. . �.� � � ��� .� � � . .: . .. . ... . . .. . . . .: ... . . .. . . . � . .: . . . . . . . ....... . .. .. . .�.. . .. . ��. � � : . . . . . . . �. . � . . .. .. . . . . � � . . .� . . �. � � ... .. . . . ........�: . . .. . . . . . . . ... ............. ....... . .:... .. .. ..: .. . . ... ..: . ... ....... .... .. .. .. .. .. .. ............ ... ..... . . . . . ... . . . . . .. . . . . . . . ... .. . . . .... .. . . : . . . . . . . ... . . . . . . �����. .. . .. . .. . . . � �. . . �. . . . � . . . . . . . . . . . . � : � . . . . . . . . . .... . . .°: � :� ��. �.�� . . . � : ��:� �:� �� : :�:�� . : � .� .. . .. . . . . .... . ::. . ..: : .��� �� : : : . ..: . . :. .a. � : � °� � : � : . . . : .:...�. :� .�. . . �. :� : : . . . : . : . :.. . ::. : .::. . . .: . . : .: ... : .:. �. . . . : . . . : . .� :: .. : : ....: ..: . . .:.. . :. ::: .. .:... . . .: . . .. . . .. .... . . . .: :. :::. . .. : . . . : .... # : ' . : : � .. . . ... ... . ..:.... ..: . . . . . . . . . . . . . . . . . . . : �� ��� � . � �. � � � ���� �.� ��.�� � �.�. � �� .�� . . :. . . . .: ... .... .. . . � . . . . . : . . . . : : . . . . . . . : . . : . . . . . . . . . . : . . . . . . . . : . : . . .� . . . . . . . . : ...�.� . ��� : .���� � � . � � ��. .. � �� � ..... .. . . ... .... ................... .. .. ........ .... .. . .. . . ... ....... . ... . . .. . . . . ..... .... :....:........ ...:. .. ... .. . ... . .. ............... . . . ..: .. . . . . . . . .:.. . . . . . . ... .. ..... : . .. .:.... ... . ... . . . �: � :��.:�. .� . :.::: . .. �� . : .�. . � �. :��� : . � ...� . :...: . . �� ��: :� �� : �.�:� :���. . :�:�: . �� �� : � . :�.� �.��. . : � ���: � �:: . . . � . �: ... . . .. . : .............:..:....... : . .�.�:��:��: . � . � :� ��:�:�.� . � �� �:��:�: .. .. ..:... ... . .... ... .�..:.:: . . . . . . . ... . . . . .. ..... . ..... .�:... .... . ... . . . :..i. . � �� : � . � . :��� .��:������: . � . � �� .�:� ��. :�. �� � � ������.°. .. �................�........ .. . ........ ... .... .. .... . ..... .... ..... . . .... . .. .. . . .... . . . ... . ... ... . .. ... . .. . .. . . ... ... . ..: .... ... . . . : #:.. : . . �� . .. �:....... . . . . . . :. . . . . .. . . . . : . . . . . . . . � � :.. . : : . . . . . . . . : . . . .. . . .. . ...... . . . . . .. : . . . . .. : .�.. ..�.�� . ..�. . � � �: . : .: .�: .. :.� � � ��:����� � . . ��: . � :�. ::� ���:����������� ���:����:���:�� ���:�:���� �� �:�:::�:�� � ��� .�:���.� �: ������� ::�::��� :���� ����������. ��� : . . ...... .. . . . ... . :......... ... ....:..� ............�..:.. .. ................ �............... .. ....� . . . . . ..: .. . .... .. . .. .... ... ... . .. ...... .. .. . ... . . ..... ... . .. . . ..� .. . . ....... . ..: .:.. . .. . . . .. ... .: . .. .. ..... .. :: ... . ... .. . ..... .. .. . ... .. . ... . ... �..... . .. .. .... . . ... . .... .. . . . . . . .... . . . .. .:...: .. . .. . . . ..: ... . ... .... .... . . : . .�:� � � �:.. � ::: ��.�: .:� . . � . .:.� �:���::: .�.�.��.� :����.��: : �.:. .���:���:� ��:� :.��� ������. �:�:�:�������.��:��.: :�. :� .� � � �� :::�� ��� ����� �:� � �: .. ..... � . ... . � . . . .... ...:. .. . . . . . .. . . • . : .. .....:. . i. . . . ... . .. . . :. . . ... ... . • . . . . . . . . .. .. . . .. .. . . .....:. ..... . . .... . . : :. .. . . . . . . .� � : : � � . . . : . : . . . . . � . . � . . :. . : . : ... . : : . . . :. . . . . . . . . . . . . ' . . . : . . . : . . . . . : . . :.. . : . . . . . .'. ,• . . . . . . : . . .. . . . :. . . . . . . . . .�. � . �. �.�.•. �.•.•.� . . . .•.•. .�. .�.� �. .• .. ��. . . . .•. . : .� � � � . .�� . . . . . • . ����� . . � .�. .. ...��. •� : •��� �: . :� �: . . . . . . . . . . . . . .. � . �. . � �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . .� :. . . . .•. . . . . . . . . . . . . .. . . . . .. . . . :�. : � . . �. .�. . . � �: � � �. .�. .. .. . . . . . .�:• . •:• ••.• '�� :.� . . .� •.� :�:.�.�.�.�. . ...�. �'���. �;�.��� �.�. . �� � ��� . . . . :.. .:... . ..... . . . .. . .: . . . ... ... � � ��.�.��. .. � � � .. . . .�.� � . . . .. . . .. . . . . . .. . . . . . �. . . . . . : . . . : . . . : . : . . . ..•. .�. . � . .. . . . . . ::. . : . . . . . . . . . . . � . : : : : . . . . . : . : . . . . . ... . . . . . : . . . . . . . . . . . ...�... .: . . . . . . . . . . . . . . . . ... . . . . : . . . . . . : . . . . . .. . . . : . . : . . .. .� � .� . . .. . . . . . . . . � . . � �. . . � �� �.. ..�� � .�:� ���.�. . �.� . . � � � � �� � •�• • �� . . ��•� �� �� : �� �� .' • . . . . .. :• •.� �.• . • : . . :�. . . ..... . .. . .:.. : . . . .•. . . : :: : . : .•. . . :•... .:. . : :• • : . ::. . . : . .• • . ...'• . . . � : � . . � �. . � .. .�.� . � . :.�.�.: � �. . : ..�.�. . .... . . . . . . . . . . . . . . .. . .� � .� . . . . . � . .: . ... . . . :.. . . . . . . : : . .,. . � . . �.� � �.� .�. . .. : . :� �� �:. . � � �:� .�. . .��� �. :.� ��� . . .���� �:�. .... . . � . ... .... ...... .: ... . . . . . .. . .. . .�. . ..� .. .. ... . . . ... . .. .. . . � . . .... . .. . . . . . . . ... . . . : � � .:� ... . . . . . . . . . �..:. ..... .. . . . .... . . ... . . . . .. .. .. . ... . . . . .. . . .... .. .. .. . �. . . . .... �. . . . . . .. . . . . ..:. .�. . . .. . . . .. . . . . �. . � . . .�. . � . . �. . . . . . . . . . . . . . . .�. . . . . . . . . . . . �. . . . . � . . . . . . . . . �. . . . � . . . . . . . . . . . . . . . . . . . . . . . : � . . .. .. . . . ���:���: ...... .. .... .. . .. . ..... . ... . . . . . ... . . . . . ... . . . ... . . .. . . .. . . .. . . . . . ,. . . . . . . . .. . . . .. . .. ... . . ..:��� :... .�.� � �:� � ��.�� �� �.�:��� ����.�.�;��� �:���: . ��.���`�.�.�.:.����� �� �.�����.�..�::. . ��� ���� ����� � ��� � � ��.� ��� �� ���:�� :..�:�.. . . . . . . . . . . . .�. . . . . . � . . . . . . . . . . . . . . . . . . � : . . . . .� . . .�. . .�.�.�. . . . . . . . . . . �.�. . ... .� . . �. . �.� . : .... . . . . .. . . . . .�. �. . .�. . .� . �. .�. . . . . . . . . . . . . . . . . . � � �. . . . .. .. .... .. � .... ..... . ..... . ...... . :.. ...... . ...... � ..� �. �.. .. .. � � �..�..�. . . �. �. ... . � � . .. .. . .. . . . .. . � . . . . . . . � . . . . . . . . . . . . . . . . . .� � . . .. . . .� . . , . . . , . . . . . . .. � ..� :.�: .�. . .�. .�.�.�. � ... . . .�.� . . . . . . . : . . . . . . . � �.� � . : .�.�.� . . . . . . . . . .. �. . . .. .::....:���� :� �� � ���� .� ::�.:�� � � .� .� ..���� ���� � :���: . :����:� ��� ::����:.: � :���: �������� :��� . :.:� . :���.� � ���°: � � :: : : .. : � °. .�.� ��� �. �� :.: :��� �: . .... ....... .................. ....... .. .. . . . . . ... . . ........ ....... ......................................... . . . . .. . . . . .� ... � .. �. . .. . � �. . �. . ....... . . .. � . ........ ... .. . ....... . . ............. .. . . .. ........ .. . . .. . .... .... . . ..: . . .... . ........ .. .... . . . : . . . . . . ..:.. . : . .. .. . .. . . :. .. � .: . . .. ...... . : �. .... . ... . . . . . :. . . . ...... .. .. . . . . .. . . :. . .. . . .: . . .. ... .. .�.: ::.: ::�. . . . . ........ .... ...:...�.�.... : ........ ...... ...�... ... . �� . .. ... ... .........� ... .:... .. : . .... . . .��... ... . . .. . . . ..��.. � . . . ... .. . . � . . . . . . � .. . ....... .� . .� � .� . . ��� � ������� . . ... �: .:..... . ...:. .: ... � ��� :.�:�� � �:� � :� :°:..� ��: . . . .. ..� . � . :����� � :� ��:�.��: . . .. .. ..... . . .� .. ....... ......... . . . . . . . . . ... . .. . . . .. . . . .. . ... . :� . � . � �.. ... . . .. .��. . .. .:�:::����. . � . . . .. ���� :�� � . :::� �:�.�:��� :�.� � ���� . . � . : . �.��� :����:�:�.���:��� �.:�:�� � . . ���:�� � � � : ������.�� � � ���� �`�.� .. ...... . . . . . . . . . . . .. . ...... ...... . ........ ... .:. . .. .. .... ..... ... .... . .. .... ... ... . ...... . ... .. ..... . ...... .. . . .. . . . .. . . ....... ....... . .. .... ... .. ........ :. . . �� � � :: :.. ..:. ..................� .... . . . .... .. . . . . . . .. . ... .. . .. ... . . . . . . . . . .. . . . .. . ... : . ... . .. ... .. .... . . . . ..... ..... . . . . . . . . . . . . � .. .. . .�. . . . �... � . �..�.� .. .... � . �.�. . . . . . . .. . . .. .. . . ... . .. .. . : ..... ........... .:.� . ....... . .. .:.. .... � . .. .. . �. � . . . . . .. . . . . .. .... . . .. . .. .... . .... ... ........ ... ......................... ........... ..... . .. .... . ..... . . . . . . . . . .. . .. . . .. . . . . . . . . .. .: . . . . . � . � . . . .. � .�. . . .�.� � :. . � �. . . . . ... . . . . . . ... .. .. . . ..... . ..... . .. ... . . . . ....... . . . .. . :.. ... . . ..... ... . . �.�. . . . . . . .. ... . ..�. .. � . ....:. :. . . . . . � .� �. � .� � . . �.. . . . . . . . . . � . . � : .� .. . . . : . . . ..#. . . .. ... . . . .: ........ ..:.. ... . ... .. .. . ..... .... . . .. ... ...... . .. .. .... . .... .. .. .. . . .. ........ .... . . . .. . . ....... ... . .. .. . . .. . .... . ..... ... . . .. .. . . . . . . . . . . . . . . . . . . . . . � . . . . � �. . : . �.� �.��. . .�. . . � � ��� . . . . . . . . . . . . . . . . . . . . . :���. . . . . . . . . �� . : . ���: . ° ��'�. :.. �.�� � � � � �� .��� � ��� �:� ��� :�:� � � �:��.�� �.��� � � ��� .� .����:� � ��. �: �:��� �.����:� ���� � � ���.�: � . . � . .. ........ ...... . ... ... �� �� � �: : .� �� �.���� �.� ��� .. .. ... . . .. ... . . . . . . .... . �.��. ��: � . . . . . . . ........................................................................................... . . ................... . . ................... ................... ........................................................... ........................... . ....................................... ................... ............. ................... . . ..... . . . ............. . ................. ................... ................... ... ............................................................... ............... . ... . . . . . . ..................... ..................................................................... ........... ....................%::%%%%::h::%::::%::%h:::::::.:::::::.::::::::::%:::.%%:::::.::%::::::%:.::::%:.:.::::::%::h:.::::%:::::::.:.:.::::::%:::::::::::::::::::.%%::::%%:::.::%::::::::::::%::::::::::::::::::%::::::%::::h:.:.%::::::::%%::::%h::::::h:::::::::::.::...............::.%::%:.%%%:.h%:::.:::.:::.:................................:::%:.::::%::::h::::%:.%::::::h:.::::::::::::::::::::::%:::::::::::::.::::%::::::::::::::::::::::%:.::::%::::::::::::::%:::::.::h::%::::::::::::::::::::::::%%%%::::::::::%:::::::::::::.:::::::::::::.::%%::::::::%:::.h%::::::%::::::%::::: .................... . .. .......................................... ...........:..... . ......:.. . ...:........:..:..:....... .. .... .. .... ........ ....... .... . . .... .......... .. .. ...... .. ...... .. ............ :::x::::::xxx ::::::::::::::::::::::::::::::x::x:�::xx::xxx�::�::x:�::xxx�::�::�:::x::xx::xx::::xx::x::::x::::::::x::::::::::::xx::x::::::x::::::::::x::xxx:.xx::::::xx::x::::::xxx::x:::::::::::: ... ..............::h:.::::::::::::::::::::%:::.:.::::::::: ............... ........::::%:::::::::.::::%::::::::::::::::::::::%: ................. ........................ :k::kk :. . .... . . :::.k ... ..:.':�C:. : .. . ...:...:.. ..... .... ... ..... x..... . ::. : .... .. .:k xxx�oor��iicxxxicKxx�r.� h�xcx+c3�Ci� t!•%�:kfx�_r�xtt�c�ocaaNr�Oaa._mc.c3E?5c,2c:�`.r�x� .... . ......................... . . ........................................................... ........... .. ................. . . ..... . . . ......... ... . ............. %%:::::: %:::: %:.:.:.:::::::::: %:::::. h:::::. %:::::::::::.:.:. %:: %:.::::::: ........ %%%:. %%:::.:::::::.: . ... . . . ... .. h:.:.:.:.:.:.:: %:. h %%:::::::::::::.:::::::: h:.:::: %%%%:::::::::: %:::::..::: %:. %%%:::::::::::::::::::::::::. h:: %:::::. %:::::::::::::::::: %:: %:::::::::::::::::::::: %:: %%:: %:.:::::::::::::::::::.:::::::::::::::::: %:::. %%%:::. h %+C:::: %'::::: %::::: ............. ........ .................. ............... ....... ....... ............................%::::::%::::::::: ....::::%:::.:::::::.: ... : ......................:.: ... ... : ..... ..... : ......:.:: .::%::::'::.:.%:.:.:::. : .::%h:.h:::.:::.:::::.::::%:.'.%:.:::.:::.:::.:.:::::::.:.:.:.:::::::.%:::::.:.::::::::::::::::::::::%:.:.::::::::'::::::.::::::h:::.::'.'::::::.'::::.:.::h'.:.'.'.":.:::.:.:.:.:: ................................................ ......... .... .... ....... ............... ........ ............ ..... ......... .. :%%]C:]IX..x....k....%:::.%....kk"::k .:::k....xk......k{: %':]C:. ":.:: .... x..:' :7A%::'. :.]C..kx. ......707Ck'.::%%]C:.k]C7i%::k::]C:::.]Ck:.. . k..: . .:%:::.:::' ':]C::::::k:.k::::. k. . .. .... .... .... .... ...... .... :::: vmG%]P+GGP'i . . . .. . . . . . .. . .. .. ..... .. . # . � ' .. ... ... . . . .. ..... ... . . . � . . . . .. . . �. . . . .. .: .... . .. � . . . .... . . �. � . .... . . .. . . . . . . . . :� � : . .. . . . . � . . . . : : . #�. . �. . � ::� : �.�� : � . �:. � ..: � ��� � � � .:�: ���� . : ��:� ��: . �� � . ���. � :� ��� � � . �. .�:� ����� ��: .��� �.������: ��� � �� �� � � � � � °:�� ����� �. . ����� � . . � .. . . . . . . . . . . .�. . . . .�. . .. . ............. ....... . . { . .. ... . .. . ..... .....: ... .. ....... :.. . : . . . ..:... .. ..:. ... . ..:: . . ..:..:.. ............... :.. .. . ... .... ....:..:. .:.:... .... ....: ... ........ .... .... .::: . .... . . .. . . . .. . :. . ........:........... :.. . . . . . .� ..� . ..: �� ��...�:....:�:.:. ..:... . . �..�����:�:� ��.:����.:�.��: ��������:.� ....� ���:.:�� �.. . ���� �.�:�.:�����.�.�:�� ��. ��.� � :.���� :�.�:���:��:�...�°`�.. � ���� �.�� � � � ���.� �:�:�: � � � � . � .:� .� .. . .. ...... ..... .� . . .��. � �: : . ... : : � . :.� .... .. .. .. .. . .. . . . .x::x . . . . .. ..... .. ... .. ..... . . . . .... .. ..... . : ..... .... .. .. . . ..�.. .. �.:. .... . . ... . . ... �::::... ... . . .... . . ... . .... . . ..: . :f:.... . ..... . .� .. . .. .. �x.� : .. . ...:... ....... ..: :... .......:� . ... .. ��� . . . . .. . . .. ... ..: . ... . .:. ... . .. . .�. �.:. .. .. . .. .. . .. . �.� : � .. . . . �: . :. � .. . .. ......... ...... .. ..... .:. . . ::.:. . ... ...: :. .: .�. ..... :......... . ........... . ..... . . � �.��� :. � ��::�: : :.:�� : .�.�� ����.��:�. �... . . . . . . .. . ... . .. . . .. : : .. ..........�.. . . . . . . . :�: : .����:� ��::.� �.: :� . . ����.� �� � ������::� �����:����.��� ���: � .� �� � ...: � . . .. . . . . . . .�.�:�.�.�.� : � � : �.� �.�. . � �. �: . � .�. . .� : , �: . � � � . . . ...� ... . . . . . . .. . . .. .. .. . . .:. . .�����:�.. . . , .�� �� . ..��. . �.�� . . . . •�.�.'. :. . . : : : . . � �.�� ����� � �.�� .�. : : ... : . . . . .' . .. . . .� . � �.�.e .�. .......� . ...... ........... ..... .. .... . .. . .. . ... ...... . ...,.., ,. ... . . . . . . .# .:: . . . . . . . . . . .�. . . . . . . . . . . . . . . . . . . :.. . . . . . . . . , . . . ., . . . . . . . . :':: ' ����� � '� . :�. ����:�� #� �.�� ��� ����� �� ������'� �� �. . . .. ... .... . . . .. �.�.�.�� .�. �..� ... ��� . ....� . :� .. . .. .:......:.: . :.: .:. . .....'.�. ��� .:_� . .�� �..� . . . . . . ..��. . � �.� .��� �. ��� ��� �:�����. . . . .�.. .. . . � .. . . . ... ..:...::. . .. . .� �:��.��: : : ��.���: � :�.�� � �: � . .. . . . .... . . . . . . . ��� ... . :.�����:;: .� ���.�.�:� � ::��.�� . . . ��.� .�:�. :� : . . .. .. �. ... ... .. ...:.... .. . ... ...... � ::::����:�.�... .. ��� � :: . ..�.:.� . . ��.:..:: . .. � ..... ��� ���:�� . �::...: � : . . �...... .. �. :..�� . . ..�. : � . .. �� . :.. . . . ..� ....... ... . . . . �� . . �.. �:�. .. .... . . ... .. . . .:. ...: . . . .... :....:. .. ����. ��. . . .......: : .. . :. . .. . .... .:...��������:���� .. ...... .... .. ... .:.. . . . ....... .. ....... :�.��� .��� � .. �� �::��:. .� ���� � �. . . .: .�:..�:����� � . . �. . . . .. .:.. . :: . .:.:... ....... .... ��������������.� . ............�..�...... �.� . . .•. .' . ... . . . . . . . . . . . . . . . . . . . . . . . . �.���' ����� : : . .. ... ..�.. . ..... . ::., : . . . .� � ;�°�,: ::. .�.��:� . . .�:�. . . . .���� . ��������� � . . . . . : . . . �. . � .. . � . . .�.�. .� ���... � ���:�� : : . ': � :. � �� � ������ � : �.�. . . .� . . .� .�.� �.�. . .:.�.�. . � �.:. .�.:. .�. . . � . . . .�. . . � �.��... :� �. . � .:: . .' � �.�..� ��.�..� . �� ��. ���� �::..:���� :. � . . . .. . . .. . ... ... .. . . . .... ... . ������ . � �.:� ��.�� ��. . . .. . . . . . ... . .... . ....... ...... ..��:� .������. � F.: . ....................... ...................................:. : . . ................... . . . . .. . .... . ................. ...................... ...... .. ............. ....... .... %%%%:::.:::::: h %:::.:: % :::::::::::::. %:'::'::.:: %:::::: %:.:::::::.:.:::::: %:: h:::::: %:::::::.::: ....................:::::::::: %%%%%:::.:: %:: %::::::::::::: ........... .................... . . . . . . . . .............................................................................................................. ................................... ............................................................................................................................... ....................... . ......................... ........... ......................... ......................................................................................... . ............. ............................................. . . ......... ......... ......... . . ..... . . . ............. . ............................... ....... ................. ... ............................................. ............... ................... ... . . . . ................................................................................... ........... . . ....... :::%%::::%::% ::::::::::::::%::%::::::::::%%::::::%%%%%%::%::%::%%%%%%%%%%::%%%%%%%%%::%::%%::%%::%%%%%::::%%::%%::::%::::%%%%::%%%::%%%::::%%::%::::::%%%::%::%%%%%%%%%::%%%%%%::::%::%%::%::%%%::%%::::%:::::::.::%::::::%:.::::%:::.::::::%::h%::%%%%:::::::.%%%%::::::%::::::::::%%%%::%%::::%%::::%%%%%::::::%::::::%::%::::::%::::%:.:.::::% %::% %::::::h%::%%:::::::::::::::.% %::h:::::::.%:.:::.% %:::.%%::::%:.:::.:.:.:: ::.%:.%% %%::%::::::::::::::::h:.::::%% %%%::::::::%::::::::::%:.%::%::::::%::%::::::::::h:.%% %::::::%::::%%::::::::%::::%::::::::%::::::%%::::% %%::::::::::::%::::%::::::::::::::::% %::%::%::%%::%:.% %':h::%::::::::::::: ........................... % :::::::::.:::::::::.:.::::%::::::::::::%h::::%::%::::::::::::::::::::::::::%::::::::::%::::::%::::::::%::::h%::::%%%::%::h::%::::::::::::::::::::::::::%::::::::::::%:.::%%:.::%::::%:::::."::::::::% ::::::::::........................h::::::::::::::..............%:::::::.::::::%%::%%::::h:::::::::::::::.%::%::::::::::::"%::%::::::::::::':::::::::::"::::::::%::%:::::::.:::.::::::%%%%:::::::::.::::::::::%:::::::::::.::::::::%:::::.:::.::::%::%::":::::::.:."::::::%::::%::::::::::::%:::.::::::::::::::h:::::.::::::%:::::::.:.:::.:::.:.:.:::::::::::::::::::::::::::.::::::::%::::::::::%:.:.h:: %:.:::::::::.::%:::::::::.::::%:.:.%:::::.:::.::h:.:.:::::::::::.:.h:::.:::::::::.'::::::.:::::::::::::.%:::.::::%:::::.:::.::h:.::::h%::' %:::::::::.:.:::.:.:.'.h' :::.:::.:.:::: . � ': . �........ .. . .K. .:.. .. ...:.: ...... ..... ...... .......... ... .. .:..:' .:7Ck}!' 7C%:: k7C:::.k7C%:.:::::::.%"7C::::::%..k . ;..k::%.. .k.. k%7Ci%7C7C::YkkA7C '7C%7C ::7C7C707C::k]�Ck7C7C:. "::7C]OIX7C"::' ::%' ':% %]C:]C]Kk::::::::::%:::.%::::k %::% k]�:::k::::kYk::::k:AC:.%k%':]C:. %:: :" 7GAk::': :.]C:.kk:.::::' ]07C%::::% %k:.k::" k:::.::]C:::%:k:::. '. .. k :: ... k..:' :' :.:.%:". :: ':]C::::::k:.k"::' %"::::"::":.":::" ::"::' ::' :::k':%k":.:::: 1::+C �C..... . . ... . ... .7C ...... .. ..:...::�C....7C ... k::%:": 7C7C::7C::%7C:" %:: 7C7C � • '� �A •••• •• � +GGC]GGGGCCC9GGGGGGC :x-:....Ym.viiG .. . .. ..... .... . . . ... ... ... . . ... .. . ...... . . .... .. . ........ . .... .... . . . . ....... ...... ... . . . .. .. .... ........................... .'.'..".... . ' ...... ... .. .... ... ........... . ..... . ...... ... . . .. . . ........... ........�.... .+�L�. .... ... .. ....... .. ..... . ..................... ............... ... .. ..... .......... . . . . .' '. . .. ' . : ..'. . . . . . . . '. ��. . . . � . . ' . . . . . . . . . . . . . . . . . . . . . . .� • •.� . .' �... . . '. .�r � . � . . . �. . . . . . . . . . � �. � .� . . . . ... � .'.�� . . . . . . . . . . . . . .. . .. . ' . .�.. . . . . _ ,�. . � . ... �. . . .�.� .: ��.. . . �:. . �'�' . ' .. . .,. . � . . . . .. ��.. � . �. . . . � ' _, . '�.. . �. . � �. . .�` � :� ... ' ,_' . . .�: .. . . . . . . . , . .. . . . . .°°°�. . . . . . . . . . . . . . . � .. . ..... . . � � ;�,�. .�'�. �� . . . . . . . . � � . .. : � . . . . . . . . . .. ��' . . . � .. .... . ... . ... . .. . .. ... . .. ..... � . .. .. . . ...... . � . . . . . .. . .� . . . , .� � . ' .�. . . . . � . . . . . . . . . . �. . . . . � . . . . . � .. . � .:.. . � . � . . ,� ._. . . � . � . . . : � � . . � . ��.�� � . . . . . . . . . . . �: .:�. . � ::� � . . � ��� � . . . ..���.�.���: ��. . . . . . . .. . . . . � . '�.�. .�. . . . . . . . .� . . . . . . . .. . . . . . . . � �.�, .::�. . . ... . . . ... .... . . .. . .....� .. .. . .. . . .....:.: �. _.�. ' . . . . . . ' . . .� ._ ... . ..... . .. . .... ..... .. . �. � . �. . .. . . . . . . .�. � .�. .�. . . . � �.�. �.�.�. �.�.�: .�. .�.:.� � . . . . .. . � .� . . �. .� �. . ... � : . � �.��. . � . . .�°.�� .� �: .� ���° : .� � � �:� �° � . . . . ... . . . � : . � ° � . .. . . .� �..� :. . . . .:.:�.° .:�.. � .: . .��.�� : � � . . ���'<:�: . ...���� ����. . .. . . � . . �.� . . � �. .. .� . . . . . . . . . � . . : . . : . : : : :.:. . �.. . .. ... . ... . .... .. . . . ....... . .... ... . �. .�. .. :. . .. . . . . . �. . � . . � . . . . . . .. . . . . . . . . . . . . .. . .. . . ' . . . . . . F '. ' . . . . . . . .' . .'. . �. . . . . ' �. . . . . . � . . � . . . . . . . . . . . . . . . . . . � . . . . : �...�. . .��: � � . . . . �. . �:� ... : .. � ::....: °:° : � : : :� �� : : � � � : � {:�� ��� � � { �,... . : .. : .. .: .. .ry .. .. ...:. . ... . . . ... . .. ..... . . : . . . .:.... . . . ..... . . .:... ....� . ... . ......... . . ... . . ... .. . ... .....:... .. . : . . . . . ...... .. � .,.b,� : � . . � .�.�.� . .:. . . . . . : � , . .�.:.. . � �.:�.�.:. . °°°�°��.°� . . . . ��� . . . . . . .�. . . .. .. . . . . . . , . . . �.� .. .� �: . .. .. .� .. � . . . . . . . . . . . . ..... . ... :�::. .� � �� � . . . � ��.� ,� . , . . ... . . . . � �: �° �,' � � � � � � � ��� : : � . . . �. . . . . , . .:. � . :� . �.�.�. .�. . . . : � : � : : :�: : . . .: .. . . ,�::���� � . � . . � �.: � � ��� ��� � , . . , . . . . . . . . . . � . . . � �: . . �. ..�. . ;:. . . � .: �� � � . : : : � �� Y �� �:� .�. . . � . . . �::: . . . , . �.�. . :.. �°°°'a�. .� _ �� �.� . . �# . . . . . . . . . . .. . . � ..�. � . . ... ... . .:. �. . .. � . . . . ... . . . . . . ....... . . . . .. : �. . . . ; �'. . .# `'� ' � ��.'� . ' ' . ' ��Y�. . .. . . . . . . . . . . . . . . . . . . . . '�' . . ' '�, ' . . . , . � . �. �� . . �.�.� . . . .�.� . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� � .'.� . �. .�. s�. . ..� : '�. ��. :.. .�. . ;. �.�` . . . . . � . . . . . . . . . . . . . . . .�. . .. .. :: � � � : . . .. . . . . . . . :. :.' ' . : ..«,�.�' ��� . �.--�-�.e' . . .�. . . . ` . . .:� . :::. ..��...�. ...�. .�' � ': :'�: . :�. �. � � . . .� .�. ��. �?' . .�..��� . . � '. . ..... .�.'. � ... . . �. � . . .:;�.. .::�:� .: �. . .�. . . . . . � . � . . . . . . . . . � � �. . . �. . . . . � . . . . . . ''�.�. . . . . .. . . . . . . . . .� . . . .. . . . . . . . ..� .� . . . . .....���. �.. . .. .... .. . . . . . ...... .: . .. ... ..�.: � ._. . .�... . . �. . , . . � .�. .�. � . �.'.. . .: . . . . . � .. ... .. : � '�: �. . . . . . . .� . : � .� �. : . . � � : . � � � .��.�, .�. . .� '� '�.: � . .� :::� '. . � . .�.. '.. �. . . . . . . . . . . . . . . . . �: . . . �: . . . . . . . .. . ... . . �. . . . ....... . . .� . . . . . .� :�� � . . . .�. . , . .�.� . �.�� .�. . .�.. �.�. � � . . . . . � . . . . . . . . . . . . � . . . . . . . . . . . . . .�. . . . . . . . . . . . . 'a°°� : : �� �a+aF .. .,. .. .,. . . ,. . .. ��: �. �:. �... �. . . ,,,;�p� . . . *. . ..� ' :�� �� � . .. . .. . • ....., ., : :: . ' ' �. . .•.� :�. . � .f� . '. : • .. �.� .'.�� ...• E. ""�..•. . ... . ... .•.� . . �::. .?. �cg�. .. . . . �.. � . ' . . .. . �6.' � .' ..• ��... �. . . .. .... . . . .. . . �', : . . . . . .. .. : . . . . .• : . : : . :: ..:. . :�° . . �.: .�, . . �r. � . . . . . . . . � : �: : �::. ... � .'� �: �� � : �:�. �. � �: � :��� � . .���_�: : �. . , .. : : � .: :.: �.� . . : �. . . . . . . . . . . . . . . . . . . : . � ��::: : .. .,. .. . ...... . . . . :: � �:.: :�, .: . . : . . . . .� � . . .:. ... :: . . . � .� .: . � � ... . . . .. �.� :.: . : : . ..:. . .::°.. . .:: � � �:�: . . � . .�. °: � � ..:.. ... ::: :. . . .. .: .���.� ��.�� � � :. . :.�.. � . . . . ..�. . : .: .: : .��:: � � :. ��.:::. � � �... � � ::::��:� . : .::� .: �� . � : . . �. : .� . . . . � ... . . .�. . . . : .� .�:� ��� :� : . .:...�.�: � .:.�� . . . � � : :..�.�: . ... � : : .��� :..� ::. . �: .�:� : : . . : .�: . : :.: . . . . . . �: � : : � � .�� . � .° �: : :� � . �� �� �x�`�.���`; � � � �: . � ��. � : : : : : : : . . . . �.. . .��� .� � ��.� � . . . � � � .� � � ������ . . � . . : . .� . . . � � . .�. . . . .�. . .. .. ...� ..�.�:��: ��� � . . .� _ :. � ���. � . . .�.A,,,� �::�. . :. . .�.. � . �� : .� � ��::. � �� . . �� �� � . . : �.� : .� .� . . . �.. . �. ... : . � �.... : : . . . . . . . . � � � . � .�. : � .��� :�� � � � . . . . . . . . : . . . . . � . . . . . . . .� � � � . .. � �:�: .� � . . . . .. .. . . . . . . . . . . ..... .� .� � � � � � � � � °�.�:.� ���: . .�: . . . . . . . . . . .. .. . . . . . .. .� ...�. . .. . . ...... ... ... ... .. ..... . . ... . . ..... . � . . . .... . , . ... . . . . �. . . �. . . . . . . . . ....,�,,.,,.,,.w�� . . . ,:;:;:�:. . . � . . . . . . . �� �� �� � � . ���. . . . . . . .#':'""�.�. . .,"�QQ°''¢ � .. . . .� � .�. .�� . . . . .� . .�. . . . . . . . .�. . . . .�. : �: � . . .� �� ������ � . : .. � . � .�. � . � � . .� � . . . .. :: : :�..�: : �. . .... ..�.�. . . � � ��: .�. . .� . . . :��. . ..�:: : '. :. : :: : � � : �. .. � : ��. � . . :�. �.. . . . : ::: : : . . . .� �.:.. . ... . .. ,. .... .. ......... .. .. . . . . ...... . � :.:.. . . . . , . . . � .� .�..: . ........ . . .... . . . . . . . . . ... � ....�.. .... ... . . . :: . . :�:x ��.. . . . . �:���� �{�:�.����:� ���.����� �� . : .� . �.� . . .:. . . . .. �. • .:. . .�: : : : : . . . .' . . . ' . . . . : ' . ' . � k . . ' . . . . . . . .. . . . . . . . . : . '. � : ' .' ' .. . . ........ .. . . . .. ......: . . ...... . . . . . . . . . + . . . .'. . . .'. . .' ..'. .' � .�• '.': . . '. ... :.:: ' .. ' . . . . . . . . : . . . . . . ':::�:' ' . . ' . : • . ,• • • . ' . ' ' . . . . . . .' . .. ' .. . . . . . .. ..... . .. . . . . .' .... . . .. ..... . ...... . . ' . .. . . .... ... . : ... . . .. :. . . .. . ... : . . ..::.... .• .. . ..... . ... • • '. .' �• . .: . . :. .. . . ..: . '. . . . . . ; � '. . . . . .. . ... .. . . . : : ' �. . . . . . . . . . . .'. . . '.���� ���•�.���h . ......... . ... ..... . ... : .. . .... . .... �' ' . . . .. .... ' . . . .... .. .. .................... . . ... ... . . . .. . .. .. . ... .�. . . . .. . . . ........ .. . . . . . . ..... ... �. . . . ... .. . . . . .. .. . . . ... .. .. . . . . .. . ... . ... . . . . .... .. .� • . . . ' .' .. . • VW�W�49WCR0+ .. ' . . .. . . .. . . ... . . .. . . .. . . . . . . . . . . . . . . :.� . . . . . . . . . . . . . . .ACP49CCCWCCC�S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � ,� . . . . . . . . . . �. . . . �' . . . . . .�. . • � �, . �, . . . ' . �. . .� . . . .� . ... .... ' . .}. . . . . .. . . . . '. . � . . . . . . '. . . � • � . . . . . . ' � � • � �• .��'. �.. . . � � • . . . . . . .' '. . . . . . . :�.:. . . • • . . �• . .•. . . . . . . : ... ... . . . . . . . : . : . . . . . : . . : . . . . . . . .. . . . . . . . . . .. . •. . . .•. .� � .' . . .'. . . .. .. .... ..:..�' ..�. ... . . . . . ... .. �.���.�����������.���. . � . ...: . . : . �.::.�. :� ... . .�. . .�.:�:�:.�. ::� � : . : ��'� . .: :.. .. °..�.:� . � � � . . . .:.. ... : . : � . :.. ... �. �... .. : .. .::: � :.�. .: ... .� �..::. .�.: �.:. : ..... . :.... ... . . :�..:.: .: ... . ..: . :.. .:. . .. .. : . . . :. .:. . ..�:.: : .� . . ��� �.:� . : : . °� . � ���° � � ��� � . : .�:. � .. . . . . . . . . .:.�.::.. : � :.:�.: �. � . � .: . . . . . .�: . . . . .� ��.� ..���.� � .��::.���� �: . . � . �. . . . . ... ... �...;� �.: � . . . .. . .. .. .: ... . . . ... . . ... . . ... � ..�. . . . .... .� .. . . . : . y. }�', : . . : . . L.,' � {�. . . . . . .: . . • �Y°°°°� ..¢ . •:•• • .•. ..� �. . : • �. :•. : . .. . . .��:��:��:� : •�:•�.• • : • • . . . • . . : : : �..T. �. �� ��.� � � • ��.�� . .... . .. �CIWC`.. �.: � .7.{ . : . . . . ' . . . �AR� Li3.. ..... .. .. . . . . . . . .. .. �.�.� � ,7rOtt". . . . . . . . p �, . . .� . . . . . �. Juuur '. . '.'. . .� . � �� . . . . . . . . . . . . .�S �� �+�A.� JE�h . . . . . ' . ' . . . . . . . . . :..... . . .. . .. � .. • ... . . . .. . . . .. . ... . . .�. � .• �: : . .•. . ..'.'.' .'.� . . . . . . . . . . . . .. .. .. . . .. .. . .. .. . .... . .� • . . . . • : ' : ' ' . . . . .'. . . • . . . . ' . . . . .' . . ... ... . : � .• �.:.: . �tvvvvR . .. . . . . . . . , : . . . . . . . . . . . . . . ' ' . . . . . ......... ..... . . .. .. • �. �� �.' .. . �. �... �� + . . . .. . . +V�4y�•. ..�:� . . :. �.:. . : . '. ��F. .. .. .•. . . ..'��i.. . . . .� :�. . ... . � . . ... ... . . � . � .. . . .. . .: . .�. . . : �. .. .�. .. ......:... . : . �. : � �. . . . ' .' ' . . . � :.���.� ........ . � . ..•.. • � .�.�. � . :.. ..'.'...• .. .. : . �. '��b. .. .�. .� . • .... . . .�. . . � . .� . . . . . .�. . . 1 �� �� � � �..�. . ... ' i . �. � .. . � .. . ��. � .. . ..•.. �� � .. . : �� � . ....... . . . ... .. . . ... . 'cr4x�c.' ... .. .. : . .. . � �... .� . ...:... ..� .� � � �.... ..... ... ��i.. . . �. . • ' . .. F. . .. . .... .. __— ':m :.�� �• � • . .. .. .... .. ..... .. .. . . . . .. .. .... .. . �'.. � . . .� ' . . .': .� . . . . . �': . . � . �. . . . . . ... : • •�'.�• '.'•.'. � .. . ..: . . . .'.�. ��..�. ':. : . .�.•.�..'.�.•. �.'..� . • . . . . '•. . . . .' '. � • . . . .. . . . .• ... . : �.': �' . . .� .. . . . . ... . . . : ... . . . . �. •'• • .� . . . �.:�.� • •. .' . . . . .. �'• .�.•. . . .•. '. '•�: . �, . . . . . . . : .': � .�.�..� . " �.' .�. � .. . .. ' ::'.�.�.'..�:...:�.•.�. � . � :. . . . � .•. .� •.: . �.� �..�.� • � � . . . �. . .. .� ......•.�.. ..�.�. .. .�..•�..... . .... .. . � • � .��.:,, �.. �. � . ... . . . �....� .. . : .' .'.�. . . .�. � • . . . . . �.� � . . • � • �. . . �. .�: :.. . . . . . .�.� .� ..�•. �..:.• • . : •�.���• . . . .� . .� . "'�4pr" . . .. � � • .�.. .. ... .'.�.... .. � . . . .� . .. �• . . . . . . .'. .' � . ' . . • � •� . . . • .�.• . � . .' ��.• . . '� .. . � . .: � ���:��. . . . . . . ..: . :�. . ��� . . :���.: �. ��. .:�.� . .�. . � � : �� � ��.. � . . .:���:���: ._ . _. . . .. � � . . . .� �. �� . :�: � . ::.�� .:..�.. . . .. � :.�. . .::°�: �.. . � �: . �� ������ � � ��� . . . :.. .. ::�.�� �::� � . .. : .. � � ... . .. . . . � �: . �� � �` . . �°`�� . � �..��:.���::�:: � � . � : � �� � �� :� � . � ...�. . . �. �..�� :....� . . . � .:. . . . ..... .. dnvaw� ,�.¢;P,fgi�. cwwwooco-�ocwm�t •'xc�s�idtlk:• •'�`r^4F; . . . � � . . . . . �• ' �.. . �. �:. . • �' � . : �,,�� �. ..: : � . .: :�� : . . . � .� . . ... .. . � .. .. .. . .... ... � . � . .�. � : .�. . . . . . � � �� � .x �: . �....�.. . . �... ..... . . .�. . � �� ' . . . � .� . . . .� . �� .�,��. . .� . ��. ��.� . . . � ' . .:�� . . � . .�. . . r�...�,� . �. ... . . . . Ilr. ' j. ao-,aaa a . .. . . �...x . 'F . .� . �•.. .+� ... . � . . �. . ��. �. .�. � �. . . x� .�. ... . � •. � . .� �. � . . . .. . . �'..��. . ..:.� .. . �..�.:. . . � .������:� �.. . �.�. .�� ;� � ... . .. . •�O ..•��..• . 1 . .� . . . . . . . . . . . . . '.x . � . . �'.' ��. . . .. . .�. �' . .� .. �. . .� . �• .. .... ...AA� . .' . . 717�7� . . . '. � . . .. . .. . � ..� . � . � . • • . . . �. .. �.. . �.• :�. .�. ..�. :�...M1: .�.: . ••• R . . , .�. � � .•. . .•� � : . ��. .� . . . . .. . �:�.�. � : � : �.. . . .•. . . . . .... .. .. . . �. .. . . ..�... . .. :�... . �: . . . . . . . . . . . . : . . � . .�. •.. •. �...... •.... . � ...�.. � .. . .... �� �.��. �.• +'+ ++ • � • . . •. �.•. . � .. �. . .�.�. . .: 7�. �... .. . �.�. � . .. . � .�...�.. • .. .. . . . . ... .. . .:... . .. � . ..•... : . :�. :.: . .. : �..: . . ... : . . :. . ��. � . �. �. . :�. .. . .�. . . . . . . . . . . .� .¢ �'. . . •. � � •• �• ••� • . . . �•. •• . . . � • � . �. . � ' '� . ... � � . . .. .� .... . �.' : : � •�. �. . . . . . �. . . . .. .�. . . �.�. �..:. � .. . � . � •. �•. . . • � � . . . .. . .... . .. .... . .�.. . .. . . . . . �l�.'• �• • . . . ... . . �•.. • •'••.. � .� • . •..�.. ' �' . . . 2 :. . �. � �� . ' . . . . ' . . • . . . . . . . . .. ... �. • . .... • .' '. ' . . ... . •:'. . . . • �••� ..'.. .�.: . . : . .#.. . . �•.�� • � . .�. . . . . . �' .. . . . . � . � . . . • .'. . .' .' . . � .+ .�. .. • �. . .�.... • ... � ... . � '�.� . �.. . . � .� .� � . . . . .. . . �..'�. . : . . . . ' . .� ... � �r. . . . .� � .'.+��. � . . . �..�:::�... .. ... �:�� : . . � . � :� � :�.�: . ��: . .�:����: �..�°� .. ���: � �' . . ...�: °.�. .. .. ..�. .��:..:.... �.:�� �: �.:. .. �.. �� . . �� -.:...:..-�.�vv�t� v� � . .. . �.... . .... . . . . . �.. ..�'� . �.�. . � . . . .� .� . . . �� � . � . � �. .�: . . ��� . . . . � . .� �.�.. .����..� .. .� . ' � ��.. F ' .�•.�.. ... • . �.�.. . .. . �.� � .x . . � . . { .•. .� . . . � .:. . �•. �.' . . . i . ...•�pppp� . � . � ' � +F �' .' �. . ��. ....:�� ..���: �°°�°.� .� �. .. .......... ... .�.... .. .. .. . . ... .... . . . . ... . ..� � .��. . . �•� • ..•�':. :�:: �.' � . . �;Ji �.. . �vd�• . �� y �. �..� . �'�` .• . �.. .• �•. • . �.�. : .�.. � •. • n . �.. . . . .... . . ... . � ... .. . : ..�'r++wMH4�4m�avk �*oavavvc v+�+N++tlt . . . . . . �.�... . . � . • . ... ...� ...... . . . .............. ..... .a�000weccoco�c .�.� �. . �. . .'. ' ' .�.... . . ' .•'.� . '. '.' . . .�, .� .. ,:. . . . . . �.. ..� .�. ... . .. . . �. � . . . . . . . : �. . . � . . � �. � � ......... ... .�. . . .� . ... .... . .. .�. . � .� .. . . . . .�. �i� ...�.. �. . � �. . � . � .•. �. �.� � . . . � .. ... : :�. ¢} . .. . S. . . .. ...'... .'. . : .�• . � .. � . . '��. . � . . � . . . . � . ... � . . . .�w�. . .. ' 1•. �.. . � ��..... .. . .•�� �.�.�.x•.•� ... . . , � . �: ...� � • ..5.. . � . . . • '.� � .� ..�.:. . . '. x. .'. � . � . : • .�, . . . . . . . . �; , .:: �.: . . . . . '. . .'. . �. :'� . .. :. ..�..�. . F . .�� .. '� :•'• • • ` . �•.' • . . .. . . . . . .. . �... . .'�. .....�. . . �: .. �. :� . .� �. . .. .. .. �.� . . k�.� •� . � � •} •� . # • • ��� � • � S ' . . � : ,� � . ..� � . .� '• .. ..� :• . :. .� . : �'•'•• � ... . . _ .�� __..___ . . . . . . . . .x4 . ]OOOOOm7070F' .]WM707WWG � . . . . . . . . . . . .� • • • • . • '•�' � . • � • . .• �..�.�.�. . . .. . f. ..... . �.•.. . �•' . .�• �••. .��. .'� • �� . ' •' • � . . .� . .� . .'.� . •��. . .�.•�•.'� . � . .'� . �.'�• ...� . �. . .� . . . ��.'. . :. � ' � . � ' . ' � . � . . . . . . . . . ...�.'. . • � . •. . �•.• �. � � � � � :.:.�.: .. .::��. .� .: . . . �.�: . . ..: .. �.�:. .. � �� � � �� :�. . .�.. �{+k+c+'F . . .�'�k �,�:..av .. ... .... .+GGOGGhOiGY AOGC{�GGOGGGGC � : �. . � ' aGGOGGOGGGGOG� avvoGGGGGOGx. • . �+� ;. . � . . . � :� . .�°°°°.. . :�. ..x.�°... :.:... . :. ��� :. � :. �. .. � � . . � �°�:���.�� . :��: � :::� . . 2 � �..� : #�.:.�:���� � �:: :: �°°�. ��° ��. � .:: �:::��::��: �.::�� : �` �� .'.� . .��.��� �� � . .�� . . : ��: .� .:.. ���.:° .� l4++boa+cT•+:voo�co4omv�•••--�R`R`�H•." •� .�... ' . � �. .�� �. . . :. .� . .. �.���..�� .. '�'� ' .�'.�'� � . +svvc•. . . . . �..�� . . ��.. .�` . ... . . . . . :�:�.� �. . .... . . .. . . . . .� � . . ��..�... . . . . . . :.���.�:.�����:..����� . ��� ���:�: ����.::°.��� �.�.�����:� . � . . ����i �. C {�h�.h�h� � � . . . .. ...'.. . .� . . .... . ... .. . .... . .. . . .. . . . .. . •� • � . '. . .� �. . �' . . � . . . �. • . � � .. . . . . .... ... .. .• .�. . .�..��� :� :. . .. .�:�.::.:�. :� :� :��� °�: . :���.:� ::��° � .��.� �::.� � . . �"� . � � ��:. . : ° � ::��°���� . : ::�.:� �. :.:� ..:� . ��:� � �. ���� �.. : : � ��.�.�.��."�.:��� � � °`�:� � . ...���.� �� . � .:.���� .�� � . . . . . � ..�.. . .� �.�� .. .. : �.:.� :�� �. . . . �..:� :��� :� . . : .�....�..� :. . .. .:#�.::� �:. .: .. .� .:� . . . . . . . . � .. �. . : :��.:� :�� . .. �. � �. :. .� :°. : � : :� .� �.�� �� : � :��:� . . .:� . . . � ::� °: . �.�:� .: . �:�:� . :..�... . ... . : ' �. ..�' : .. .�. . . .:. . : .�:�.� � . ��::�.�: : . � �.���. . . ....... . .� .: . . � : �. .. . , �. . �. . . .. .��':� � ��'..�. . .. � � �.�. � �.� . .�. . . . . . . � � . .� .�. : ��� � �'� . � � . . .�.:.�� �. . . .��#.� �.. . : . .�.�.� . � . A � .� . � . � . � •.:.�.:.�. . . . � ... .. .:.� .�. .. �. .. ..�. ..�.. . . . . ....�..�"' . . .�� : �.... . . .� .. ..� . . . .�. ..�.. �� .� .�� .� .' . � . ,� {. ..�:�� .� ��� � . . ... .� :.� :�� �. . . � :�. . • A4�4• � � �.. . ....� � .�. .' . � . . � � . {�. 6.� 4. . . . { � � . . .............................................................................................................................................................................................................................................................................. :::%::::::%::%::::::%::::::% ::::::::::::::::::::::::%::::%%%::::::::::%::%%%::::::::%::::%%%%::%::::::%::%::::%%::%::::%::::::%%::%::::::%::::::%::::::%::%::%%:::::.::%::%::::::::%%::%::::::::%%::::::::::%::%::%%::::%::h%::::::::%::: ::h :::::::::::::::::.'.:.::::::::::::::::::":::::.:::::.:::.:::::::::.:::::::::.%:::::::::.:::::::.:::::::.: :::::'.kk":.::::�( .,.y ...k .+�C.. 7� :�' .. .....}' � y.l tf'�C�ia]OO�GC Y � ]00. �C::: �:':': %C': ^C4]C �+j4t� �C %%�]CSC]C]��: %%]C�C X�:.•. . .•. . . . . .•. .' —. . . . . .. . ........ . ..... . . . ..... . . ... . ................. ........... . ..... ................... . ... ..... ......................................................... ............... . . . . . . . . ............................................................................... ... ......... . ....... ........ ..... . . ... ..::%:.:.:.:::.:.::%::::::%::::::::::::: ..........::::::%%%:::::::::::::::::::::::::::.%::%::::::%:::::.::::::::h:.%::%::::%::::::::%::::::::::%::%::::::::::::::::::::::%%%:::::::::::::::::::.::::::::::::::::::::%::::::%:.%%::'::.:.%+C::::::::::::%::::: ........................ .......... . ... . . ... ....... . ..... ......... ....+C:::::::.:.%h ' .::::h:.h:.::::::: ..... ... ........ .:.:::.::'.%:::::::.:::::.:.h:::::::::::::::.h:::::.::':::%::'::::.%::':%::"::':::':: . . ....:.:.hh. ... . . . :' 7IX:::::::%%]C:.k:."k:.%::X:::.:.:.k::....k:.:: '�::':::'....' :. ... k::.'::k:::........ .':.:::::. %:":%:::...: . ..:.' . .k"::: � ............. ........ . ..:::::::::: : ' ':::... . . ..::: :. : : ::... . .�. ... ... ..... . .. ]�]C+GGGGWGGGGP'-0GP'i ••••••• •• • • • • • �� ����������� � ��� ������ �:�� �M ��� � F�� - ���.�� � � �rr�itt�r: �1�EIV � ��� ��: El��tr�r� ���I I� F����r��� �� T�rr�r�� ��� r��� �I�r� � r� �f�����1 �u �I �� F���� r� ��, � . � f�l�r� L�ui�� �li�h�l��r� ... .. . . . � �.. . . . . . .. �.. �. � � .. .. . . . . .. . . . .. . � .. � .: � . � . ������ ���:������ .:��` ���� :��.�� ��� �������.� .��:���� ����. ���� . .. . � �. . ... . .. . .... . . . ... . . .. .. . .. . . . . .. . .. � �������'�:��. �.�����.���������. �.��� ����.. . . . � . . .. . . . : � �. � � . . . : .� . : . . .�� �. : � �� � � � � �.�.� : ���. �� � �� � �� �� .�� � �. � �. � ��� ��� � �� �� � �� � ����. � � �� � � �.� � �.� � � . . . �# ���� . .. . ��� .��: �. �.��� �:� ��� � � � �:� �: �� .� �� �. � ���: �:� � . � � � �� ���� .. . � ��: �°� �� � � � � �:��� � � �� : ���� � . � .� :� ���. . � �.� � . � . ��-:. . . � �:� : ::�����.� ..... . .... . . .. . . . . . . . . . . . . .... . . . . . . . . . .. . . . ..... . . . .. . . . . ..�� .. �������. �� �� ���: � �.����:��� :�������� � ���� �:�� � ��� ��� � �� � � �� � � ������ � . . . .... � . � ���� �� �`�������� ������ � `� � ���.� �. � � ��:��� �:��. �� ���� �� �� ���� � �: .. . . : � . . . .. . . . . . � �:� � �.��. .. . .. : . . . � � � � . �����.�� ��:�: �:,� �. �.�. ��� � ���. ����� � � � � � ���"� .�: �: . ... . �. � . . �. . . . . . . . . . . .� ���� � : . ��� �.�� ��� �� �� �. �� �� ����: � � � � � � � � � .... . ... �. .... ���� �.�� ��� �� .� ��� :� �� � � ����� �� � � � � . � � �� � ����� � . � : .. . .. . � .� �� . : . � . . .. . . . .... . . �����. . . . . . � � �.. . � . �� � �.�.� � ��� � � � . . . . . . . . . ... .... .. ....... ... . .. .... . . . .. ���� ��� ����. � . �� �:���� �� .��� ������� . ���� � ��� � ��� .. . ... .... ... � .... . � ��i� „� �: �.��'� ������:��� ���� �.. . . � . � � �����`���. � �: � ���.� ��. ��� � �� . .. . .. ... . ... .. . .. ... ... . . ..... .... .. . . ���.� .: � � . ���:� �: � �:������ ����� � � � � � �.�. �: �:� .� � � �� . . . . . ... . .. .. . � . .. . . .. . . .. . . ... � . . . . . . �. . :� �� ���.� . ��.�� �� �����: ��.. �. � .. � .. .. . . . . . .... . .. ... ... . � � �� � ��.�: � � � i.���� � ��: ����.� �� � �:.� � �: �� . . � � � � � �.� ����:��� . . .����� �����.� �������� � � ���������'� . ���� � .� .� � �. . � .. . . .. � ... ... `���..�� . . . . . . . . . �: � � .� ���� � �.� �� �r ��. �� �� � � : ����: � :� � �.: .�� � �:� � � � ��� � � � � � � .. ����:� ��� � � � . �:�������:� � ��� � � �� �� :� � � � � �����.� �: .��� ��:�� �:�� . . :� .�:� . . . � �. � �������� � ��� �.������:� �.�:����� � . ��:��: .� . . . . � .. . . ..�.... . ..... ... .. . . . ... . . � y . . . . � �: . �: � ��. �:���� ��� � � ������ � � �:� � � � �.���� : �.� �:� �� � �:�� � � �� � � � � � � ��� � ���. � .... .......... � ..�.�.. .. . . �. a . . . ... . ��. ��: �� .�� . . �� ��:��� � . .* .{ . . . . . � � ���������. �. ���� ������� ���� �.��������:��� .� :�:�� ����� �.������:�.� :���.� ��.�����... . . ..����� . ��� . . . .:.. :� ... .. . . � . . .. . . . i. � . . .� � � � . .. . ���� ���� .���.�� . � ���.�� , � � .+ . . . .... . . � � ��: � . ��� �: � � � :� �.� �:���.� �:� . ��� � � �.�:��������:��: f � � �: � ���� �.��.. � . � ��� �� � ���� � � : . � ����� � � ��:� � � ������ � . �: � :� . . . . . . .. . : . : � �. : . � � � � � � �� ��� �:�.� ��� �: � ��� �� ����� � ����� ��� ���. . .. . . . . . .. . .... ����:= . �� � �� ����.� � . �'� ���.� �� � � � . ........... ... . . ........... ..... . . . . ....... . ............... ......... . ........................................................... ... ....................... . ......... ........... ............. . . ..................... ........... ......... ... .........%:::::::.:.%::::::% :.:::::::.::::::::%:.h::::::%::%:::::::.::::::::::%::::::::::::::::::%%%%%:::.%%::::::::::::%:::::::::::::::::::::.::::%:::::::.:.::h%::::%%:::::.h::::::h:::::::.:::::.:..............::.%:::::.%%::::::%:.:.: -� � '. - .� . r . . .. . : . . � . �� � ���1 1� �1 �� ����1 1 I��L �1 ����� �I���L�� I� ���1 ��� ���1 1 L�� ������ �� ��������� ���, �� I���� �� � ����1 �.#�1 1�� 1�tiF1�� ��41 II�I�� ���a� ��� ������ ��L�����.rl 1 1�1 ��� �1 1� ���� � �� 1 1����� ��� I� ���� � � � ��� �� ���� ���� � 1 � ����1� �1 ���1 �� �� ��� �������� �1 ���1 � . � �� 1 � ��1 �1 1�1 �� ���� � �� �.�1 ��� ������ ���� � ������ �I I � �� ��1 I 1 I����.+� ��� � �� �� ��.+�L�� ����1 1 1��� � ������� ��J ��� �� ����� �� ���������� �� ��1 1 ���� � ������������ ��� ��� �L������L��� � �1 ��L��� � T�r���r�� �����r���i�� ������n� ����� ������ ��1�1F�1 �����1� ������� ���� ���������� �� �� � ��� ��� � ������ ����� � ��� ������ ��� �� i���� �� � T� H ��� �C�� � ���� ����r�i���1 E���r��r�t F��� � r� �� ��I��r� ��tl� �li � ��1 � �� � � ��������a tl�� r���t� ��� ����r����r���� tl����t� ir� �r� �� ��fi�r� �r� �r��� �r��r���� �r��1 � � � � � ���I��1����� ���.J������I�� �I�� ������'�1� �.�J��li ��� ��� ���i�l"�1 �� �����I����I�J"'1 �I"'1� ���� ���1�� % � � � �a I`�����. �I"��1��i� �1�M���� �� I�� ����"I''� ������, ����1� �1���'� � �1�������1��, �I�� ���I �� �� �� ��� I�� �I�� � a ��f���, �F� �r-�� �ir���1�r�, ��i� �������t ���� ���r�t��, i�� ���������� �r�� ���i �� � �i��t � a � ����� ������ �rl��������r I��f���� �1�����r� �� t� �I�i� ��� ��r��, �� �� �r� �������. ]� � ��i� ������r�t r��� �� �������� ir� ��I�� I� ������� �r�� ���� �f �r���� ��I� �� ������ �r� � � � ����ir��l, ��t ����� �������� �ill �����it�t� �r�� ir���r�n���t. 1���r� �h� ������t �� �i��� �ir� �a�r � � � �� �r�� �r�� ���r��u� r�� i n�� ��1� ��� �C� ��� . [�I���`��F��� �F����F� ��1 `�I� E ��LL�1�1 �l� F���� � � T�rr����� r� ��n�tru�ti�� E���m�r�t F���. ���I ��f �� � ���� ����� � . . . . . . .......................................... ..................................................................................................... ....... . ........................................................... ................................................... ............... ......... ... . . ................... . . . . ....................... . ......... . ........................................................... . ......................... . ....... . ......................... . . ................... . ..................... ......... . . ..... . . . . . . . . . . . ... ... ... ... . ....... ..... ......................... ... ............. ................................................. . ......... ... . . . . . . . . . . ................... .......... :::%::%%%::%% ::::::::::::::::::::::::::::%::::::::::::::%::%::::::%::%::%::%%::::::::::%%::%::%::::%::%::::::::::%::%::::::::::%::%::%::::::::::::::%::%::%::%::::%%::::::%::%::::::%%%::::::::::::%%%::%::::::::%:::::::.::%::::::::::::%%%:::::::.:.%:::::::.::%::%::%:.:::::::::.hh:::::::.::::%%:::::::.::%::%%%::::::%:::.::%:::.%%::::%%%::::%::::::::::::::::::::::::::::::::::::::::%:::::.:::.::h::::::%%:::::.%:::::.%:::::.:.:.:. ::.%%%::%%:::.:.:.:::.:.:.:::.:.:.:.:.:.:.:.:.:.:.h:.:.h%::%%%::::%:::::::.:::::::::.::::::::%::::::::::::::%::::::::::%:.%::::::::::%::::::::::::::h:.%::%::::%%::::::::::::::%::::::::::::::::::::::::::::::%::::%::%:::::::::: ......................... hh :::::.::::: ....h':::'::.::::::::::::::h:::::.:::::::::.: ..........................................::%::::::::::::::::%::::::::::::::::::::%::::::::h:::::::::::.:' :::%:.:::::::.:: %:.%::::::h::::':::%h:.:::::::.:' :::%:::.:::::.:: :::%:::.:::::::::::.%:::.::::::::'.:::::.::%::::::::::::::%:::::::.%:::.:::::::::.%%:::.:::.::::::h::%:::.::%h:.::::%:.:::::::::.:::::.:::::::.%:::::::::.::::::::::::%:::::::::.%::::::%:::::::::.:::::.:::::.:.:::::.:.:.:::.h::::::::::::%:::::::.:.:.:.:::.:.:.:::::::::::.:.::%:::.%:::.::::::::::::::':::::%:.:.h:. : .::h%:.:.:::.:.:::.::::h::%::'.:::.:.:.%:.:::.:::::::::::.:.:.:.:.:::.:.::::'.::'::::.:.:.::::::::::::::::h::::: . :::. .....................�..:::................... .... x :::7C':'.k . . .::.+C ... ...:+C�C :... .:.... ....::...... ..... .... . ... ..... .. ... .....:K ... k.. ..:. ':+C...:%7C::::7C::%7C.. ..k::M1} .":'Y k7C"::::kk.. .::.%::::::k:::.::7C%:.::::::k%"7C:::.::::kk:."::::k::%'�....7C:: ::k4:::::.::' ' ::::kk::::Y::7C::::k]OWO�k ::k:. ::k7CiY:.k770.:.7Ck'. ::::k77A7C :. "::%::]C:]C:]Ck:::.%::k:::::.%::::k k' ::k]C::::k::::]Ck:::.:.:JC::: %:::::: ' ::]C:. :".kA%::'. :.]C:.k]C:.::]C' 7IX:%::::::%k:.k:. :.:.k kk:::.:::.%:.�::.:.:: .. ... k..:.. ::...: .. :.:.%:".%'.:.:.:.. . .. x. .::: ':. .]OGT'..._3E:::... .}'JiM0.{�GC�C�C]GWGO�:�CNA�M%AC...��C%..AYOGC..�....�L.. �OL3X_z=.��.=x:...-..-..-..-.......-.......- .............-... xv � ...... ..... .... .......v. � � �'� � �� �• � �r.r' .�� ��.� �. C�... . •� • 'f . . � � ��. . . � � � ��� � �� � � � � � : � ������� :��� ��.� ��� �� � � � ��� � .. . . . . ����� � ��� �� ��� � ��� � � �� �� ��� � ��� �� .� ��� � �����.� ���:y . � . .;.�. � .. � �. : . . . . . ����� ����� .� .��� � �I�r�� �r�n�r�t �ir��:t�� � � � ��.�����. �:�:���� . .. . .. � �����.. . . . . . . .. . . . . . . . � . . . . : ��.���:. � �. � ���.� �������.���� �� � � ������ � � �� � ��: � . :. � � ��� �� � �� �� � � �� �. �. � � �`�' � �. � � �� � ��� � � � � �. iS�• + `F�� • � ��� � � ��� ....4 ��I��� �� �I ����� � • F4 er .. � � � � � e � ■ J� � ��.��. . . . . .. � ���� � � r� I r� � r� �� IV �� �� 1� 1-��-���� � �l � �I �� ������ � ��.� � � � � �� ���������: . . . . . .. . .. .. .. .. .. . �:��:��� .� �..��� ����� � ' } , �� � �� � � � ��:� . . . . . .. .. .... . . . . . . . . . . . . � . . ., . � : � .� � �� ��. :� ���� � � �: . �� � � : . . � ��� . � # ���: . . � � � ����� � � � �� ���� � �� � �i. � � � ����� :�� �� :����� .� ��� . .�.� ���� � � � . . . . ..... ........ . . .. . . ��� .����: � :. .. : .. :���� � : �:�� � .� : �:�:��: � � �: . � � �� .�: � : ���. :� � �.� � ��:�`�� �� � ����. ���.� �� ... .... ... ..... .... ... � . . . ... ...... ... . . . . � . . � � � � � � : . . :� ����. . . :� . � . �� � . � � � � ��� ���� ��� : �:�.�. ���:� �� � � �:� �r � � � : �� �: � � ��� ���� � ��� � �� :�� �� �:�:�:t � � � � ��� � � ���� ��� � � �: ���� . .. . . . . . .. . � : . . : �: � � � ��:�� �:��. � � � � . � � ��� : .. ��� � �� ��:�:���:� � �: ����� � �:� � � � � � � �.��: . �� � ����.� ��� � � � � � � � ��:� � �.�. � : .�. �� ��� ��. �:�:�: .,.�,���___.._ ........ ...... ..�, - .,,,,,;,,,,,,,,,,,,,,,,,,,,� � � . . .. .. .... . .. . � • � � �� . . ��� �:�� � : � ��: � � �. � . : �.�� �� �. � �� ���� �:�� � � �� �� � � � � � ����� ���:��� ���� ��� � � � � ��.� � .�: .� ������� � { . . ..x:: . . . . . . . ... . .... ... . ..., .. . ....�.. . . . ... . .. . .. . . . .. � � . . .... . . . .. .. . . . . .... . . . .. . . . .. . �. � . . .. . . .. ... . . .. .. ...�. . �.. . .. . .� ...� . . . . . . . . . . � .. . � . . ��� �� . � '• . .. •. . . . �.����� � �� ���•�• .. . . . . . �. . .. ... .. . . . . . . . .. . . .. . . . ... . . �. e � ]� �� ��.�.� . . . : � � � �.# .�. �. � � . ... �� � . :� ��� .��: � . � �� �. �3 � .. . . : . ... ... . . ....:........ . .......:....._.._..__......____-.� � � ����� � ����� � ������ �� ��� � � � �������� � �� . . . : . .�� � � ���. ..... .. ..... ........ ... � ����.#�.�.� �:����� .. � . ... . . . . � � ��. . . . . . 3 � � ��ae.�.��� ��' � ��� ���. f .��� � � •�� ���� � �..� � . �. � . � � . : �: �.� � � . �. . .�� � . �� �.� � �¢. � ���� � ��:�� . �� �������� � : � ��� �������� . . . . . . .. . ... . . . . . ����� � �.� ���. : � �� �:���� . :� � . � ����� � �: �"��� �.���.�� .� ����#�� �:���.� � �� �.��� t� ��� _ ��� � � �� ����� � ����� ��� ���� ...................................... . . ....... :%%:::: %%::::::::'::.h %':%:::::.::::%%%: %%::::':::::' ::::.:.:::.:.:.\h":.:::::.: .... ..... ... . .. . . . .. . ... . . .. .. :'.:':':':':':':':':':+C+C%+C ]GGWC]OGC: � �• .� .. . . . ��.�•'�• . � � �•� �•� • . �� �.���� �•� ��.�� �� � � . . ................... . . ....... ................. ....... . . ................... ............. ................... . . ..... . . . ....... . . . . ....... ......... ........... . ....... ..... ........... ....................................... . ....... ... ......... ... . ..... ... ... . ... . ... . . . ................... ................................................................. ... . . ......... %%::::::%::% :::.:.:.::::::::::%:::::.%%:::.:.%:::::.:::::.:.h:::.:.:::::::.%:.:::.%::%::h%:.:.:::::::.: . ... . . ......h:.:.:.:.:.:.::::%::::::%::::%:::::::::::::::::.::::::::::%::::::::::::::::::::::::::::::::%:::::::::::::::::::.::hh%::%::::::%:::::::::::::::::.%::::::::::::::::::%%::::%::::%:::::::::::::::::.::::::::::::::::::::::::%::%::::::::+C::\%::h::%::%::::::%: ................ :::::::::::::.:.::::::::::h:::::::.::'::::::.:.:::::.:::::.:::::.:::::::.:::::::::::.::%:::.:::::.:.:.::hh::::::::::::%::' :::.:.:::::::::.:::::::.:::::.:::::::.:::::::::::::::::.::":::::::::::.:::. %:.::%::::h::h:::.:::::.:.:::::.:.%:.:::.:::::::.::::::::::::%:.:.:.:::.::::::::::'::::.:.:.:::.:.:::::.::'.:.::::%:::::.:.:::::.::::::'.%'.:.:::.:::::::.:::::.:.:.'.'.":::::::.:.�:�.q."." .::::]C:,C:]C:.:.::%::]C%:::.%::::k::::::k]C:.::k::"]Ck:.:::.:ACk %'.]C:. ":.:. ::::' :.' :' .+OAk::'.'y :.]C k]C::::]C' 7IX::.::::k%]C:.k. ..: : k::k:::.kx::::.....]C:.:: �{...::: ':::"k ::.... .. :."% '.k ' :.::%:".%'.:::::.' ' : k:... }.. .:::":.:::.":::".::"::' ::... .� %" +C•]GGGIX]P'4GGGGIX]�]C+G^OGGGG^P+P'4GP'v •• ::•••• •�• • • • • • • • • ................. � � � � � � �� �*���t . . . � . � . . . .. . . . . . . j"�QEF" . . . . .. . .. . .. . � . � .� �' • �•��'��'�'��" �.��� �.��� T • .� .� . �.��� . .. �� ��.� � �.� . . . . . . � . . . . . .� � � � � �� � � � � � � � � �� .�� �� ��.� . . . �. ���. �. . ��. �.���:��.������:�� : : �. . .. ������ �������� � .. ... . . � �� . . . . . ���� .� � ����� �� ��� �� . �� ���� �� �. . . � 'T99�F�1^IGY•IPILi0�1a Qw � � qilT�1��1��1�•1•1•1•Ya.a_ _....... ��� � � � �� � .� 7Rf [�IOR 7�ORR .��%.���� ����� . . . . . . . � � '�F .. : : � � �.�. �:�: � � ��� � � �� . � � � � � . �����: � � � � ��.��� � �� � � ��� ����:������ ��� � � � .�� ��� � ���� . . � � � . � . .. . . . . ..����.��. �� �.� � �. �� �� � ���� ����� � . . . � �� . .. � � � �:�. . ��. . . . � � i . � �: .� � � .��� � � � ..����� �� �� � ������� �.� ��� . � . . .. . . . .... .. ... . . .. . . . . . . . . . . � �:�� �. ��� �.� � : � ��.�.� � � ��: � � �� � � ���� �� .��� � � . ��� � � � .��:�� .� ��. . .. . . . . . . . . . . . . . . � . � . � . � . .� ���� � . . . . . . . . . . - . . . . . � � ������.���� . + ��� �. �i . �� � �� ��. �..� � � ���� � �� � � � � ��._._.....�T. ......:..........,�,,;,,,,,��.� � � . . . . . � � � � � � �.���� ��� �.�t� �� � �� � � �� � � � � ..::.� • y ' �i�����i .............. . i�i . . . . . ���... .. .. .. . .. �.� . �� ��� ���•��'��' ' �������� . � . . . ����� � t • � �.��F � ' �L1� � � � �:� �� : � �.a� . � � � �� � � .�� �•. • . .. �. � .•� �. . . � . �� • � . . ... ... .. ... . . .. . . . . . . . .. ... .. . . ... ' ... . . .. . .. . .. . ... . ... . . . . . . . . . .���. .. '��� ' : . ������� ������: . . . . . . .�.��:� .� �:�� � �� � ���.� �� � ��: : .� �$�# `�� � :�.����� � �: � � . . . . � . . .�.. . y . � � � . . . . � . �.� . ..�� . �� �� � � � � �� � �.� � � �. .�. � . � . . . . . � 4 � ���� � � �.� a ��� � : �� ��� � ��� � ���� � ��"�� �:��� �� . ; . ���� �� ���� � . . F . . �����.� ��... . . . ��:���.�: � �:. �.����.�.����. �.�� �.�. � � � � ��•�• . � � �.�.�� .•� � ��.���-�4 � � � � �� omda°°a� �. �.... . � . . �� � :�. . � . . . ...... . . .. . � . .. .X. . ..4 . . . .... . � . � �� � . . � �� � �.� .. . : � � � � .�� �� ���:���: : � . � ��.�.� � : ��� ���� . . . . . .. . . ... .. .. ���.� � x x. . � ���..� . ��� � � � �. �.�.. . � �:���� . . . . . . . . .. .. . . �:. � .. . . : ��� �� � � � �.�� � � � �� � � �.�•� . . H . . . . . • . . ' . . . . . . . . . . . . . . . . : � � . . . . . : ��. � � ��: �� ��.�.�:��� � � �� �: � � � �� �� �: � � � � . . � ����� �: � � �: . . . . . . . . . . ... . . . � � �� ���. ��� �:�:���������.��' ������ � � � � . . �� � � .��� � ��:� � � t� ��:� � . � �� � � :��� ���� � �t��� �� � k� � . .. . .� . . �� .. ... . ... .. ��� �� h�l� r����r��r�t � i ���t�� . . .. ... .. . .... . . . . � ..... �. � . ....... .... . . �� �� ����� �������� �� �����������:��� �.���� �� . � � .. .. : . �. . . . . . . . �.� . � � �� . . . . . ... . .� •� .� •����. ������ •����� �•�•���. ��. '• . . . � . . � . • • •• .. . i�. . . . .. . . . . . � �. ..�: ���. : . � . : � . ��. � ��: . �����.. � � �.� �� . � � ��� � � � ���� � � � � � �� . � . . . . . . . . . . . .. � . . . . �. . .. . . �������� �� �� �f ���� ��.. ... . .. . . . . . . . . . ... .... . .. . �. . . . .���� ��� ���.�. ��� ��� .��� ��� ��� . . . . � .. � .. � ��� � � �.� �� � ������� .� �:� � � � � �. �. . . . : . � . . . � . . .. .., .. . . . . . .. ... . . .. . ... .��,� ��.. ��� � ���� �� � ��� � . .... .. .. .. .. .. . . � .�� . . . � �� . .�: . � �� � . �� � �� � �� �' ���� �� ��� �� �� ��:� � �� � � � � � . . � . . :. . . �+ .. . . . .� .. . . . . . . �y � .. ��. �. r � . .. �. ��� ��� ��������:������ �������� ��� � :������ . . �.. . ....�.... .... ��..���� i � F• J—� L . . . .� ` 4.. �. .. � .��'����� • ���.����••����'�AC�7 • � • .. . . • • . .• .�.�. ����� �� .���'� ��� ��• • • •• . . . .. . . .. . .' .'.* ... . �� � � ���.�.�� �.�.�.� � ��� � . � � .�......,.,,..,,,:��..�_..�_ ............. � �� �� ^^�^^�^��44S�.TTFT}AR]L�v^'^+�^ Tq� • • �� t�r���r � .. . .. . � . �� .. . . ..� ��. . .�. �� � �i ita I I � i n�� � f� i�l� �r��n .. � � � � � ���� ��� � �� �� -� - �� �� � �ti � ,�� � ��-� �� EL� ����� ������ F�� �I � � �T�T� �� �E��� ������ � �C�. � �� ���� �_� �� ������ ���. ���. ��, ���� ������.���. ���� ����������� ���s��.��i� . . .. . ... ... . � . ��. ��.�� �����:�� . .� . .: � �����:�::���v� �..:�at�: � � ��.��. � � � �:� �: � � � ���-�������' . . . . � �������' � �:�:������..�.�� ��:������ �� � � � �� ������� �� ��� . . . . . . . . . . . . . .��� � ������������ . . ........................................ . ................. . ..................................... ....... ......... . ....................... ....... ... . ........................................................................................................... ... ..................... . . . . ..................... . . . . ..... . ... ..................... . .................................................................... ...........x::x::::::xx ::::::::::::::::::::x::x::::::::::xxx::::::::::::xx::::::x::::::::xxxxxxxxx::x::::xx::::::x::::::::::x::x::x::x::::::x::::xx::xxx:.::xx::::xx::x::::::xx::::::::xx::xx:::::::::::.::::x:::::::::::::::::::::.::........................::x::::::x:.:::::::::::::::.::....:.xxx::::::::::x:::::::::::::::::::.::...:::x::x::x::::::xxx::::::xxx:::::::::::::::: . . .. ........................................ . ............................. ........................... ........... ................................. ..... ... . . ................................................................................... ......................... ......................... . . . ................... . . . ......... ............ :::%::%%%::%::::::%%% ::::::::::::::::::%::::::::%::::%::%::::::::::::::%::%::%%%%::::::::%%::%%%::%::::::::::%%%::::%%::::::::::%::::::%::%%%%%::%::::::%%%:::.%%::::::::::::%%::::::::::%%%:::::::.::::::::::::%::::%::h::::::::::%:::::::::::.%:::::::.::::::::::%:::::::::::.:: .:.%::%::%% ::% :::::::.::::::�Ch'::.::::%:::::::.:::::.::::::%:::::::.::::::: ........::::%::::::%:.::::%:::::::::::::::::::.h::%::%%::::::::::%::::::::::::%::::::::::::::::::::::::%:::.:::::::::::.:' :::%:::::::::::::.:' :::%:::::::::::::.:' :::%:::::::: :::7C'.'.7C":.::'. ' ' k:.+C ... ::':�C ... : . ..::::..:.::"::... ... ... ..... x . . ... :..... x......::.: ....k.. . :. 7C':'."::%7C7C::7Ck%�C "%:. "��7C7C"::7Ckk::::::7C%::"::7C:::.::7Ck:.::::::k%"7C:.:::::.kYk:.�':::::%.%'�::::k:: :.kY::::::::' �'k::kk%::7C: . . S S S �C�{\�4S •• ]OOC+��+R�W�VO'M . . . .•. .�..� �425ck'ic§�x�x�x?rK,�•�t�r�:,,3"'. � �::k . �. . . . . . . . ......... . ................... . . ..... . . . ..... . . ... . ................. ........... ......... ................. ..... ....................... ................... ........................... ..... . ... . . . . . . ................................................................................. ....... . . ......... . ........% %%::h% :::.:::.:::.: ... . . . . ... . . . . . . . ..... ..::::%::::::::::%::::::::::h:.::::%%:::::.::::::::::::::::::::::::%::%::::::%::::::::::::::h:.%::%::::h%::::::::::::::::::::::::::::::::::::::h::::::::% %:::::::::::::::::::.::::::::::%:::::::::.::::%:::::::::::::.h %::::::::::::::%::%: ......... ...................................... . ....... ..................%::::::h h::h:::::::.:.:::::::.:.h:.:::.%:::.:.:.:::::::.:::::.:::.::::%:::::::.:::::.:.:::::::::::::::::::.:::.:::::::::::.:::::::.:::.+C:.:::::::::::::.:.:::.'.:.:.h' :::::.:.:.::.. :]Cik::::::k::::kk%::�.:::.::b#�::::.:::.::kk::' .::::.:...:..::...: . x . .... :.]C%:".%:::.:.:.' '.:. ':k:.:.:.%: ..... k}:.:::: . .. .... . % ... ..... . ... ... . . . . . . . +cv�o-+coccocaoccc �coo-+occoccoccoccocc�wo-aoc+occoovo-+cro�tovo .. .... .......... .. . . . . . ��. ��. ........ . . ... r .: .... . . . ... ..' ..���.� .. � �. . ��.�. . .. . .. . . ... . .... . . .. . .. { . . .. .:. • .. •: . : . • . ..... . � � �'�' .�,�. . . . . . . .�. . ... .� . .•. . . . : :. . '� . . . . . .:. ... . .• •. . . . . . . . .. .: :.. ... : ... .:. . . . . . . . . . .•. . . : . . � . . . . . . : : ... . .•. .•. •.•:•. :•. . . . . . . .• . . .•. :•... . . . :• .:. .•. . . . . . . • . ....... . . . • . l. . :. . :.�.��;. . ....... . . .. : .. . .. . ... . . .. . . : . ..:... .. . .... ....::....:..... ......... . ........ .. ... .... . . . . . . ...... ... .. .. .. .. ... ..�.: . �. . . . : .. . . . : . . .. . . .. . . . • . .. . .. . . . • . . . ... ... . . . .•. . . .• . .�.•. . . •. ... . . . . . . •. •...• k . . .:. . .. •. . : . . . . .• �.�.•. . . . .•.•. •:: . . . • . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . • . • . . . • . . . . . . . . . . . . . . . . . . . .: .• . . . . . : . . . . .. . . . .. . : . : . . . . . . . . . . . . . . ... . . . : . . . . . . : : : : .•. • : : . . . . . . . . . . . ... .. .. .�. . . . ... .. . .. ... ... . . . .�. .. .. • ..... : • •• � '•• . . ... . . .. . . . .� . .. �. . ..�. : . .. • �. .. �.. •. � .�. � . .... . . .� . . . � ......� .. .. .. ... .. .... . .. . . . . . .. ... . . .. . . ... .... . ... .. . . ........... .... :. ..... . . �.�.�.��.� ....� .�.�.. ... . .����� ..���...��. ���, ...:�: ....1 .. ..:... . . . . . ..... .. ... ...: .:..: . ..... . .. ..: . ...:..............:... :. .. . . ...... .. ... . . ... .. . .. . .. . . .. . . . .. . �..� � � � . � � •�. � � .� �.� �.�� � � �•���:�.�•�.�. �� �� . . .:��. .:.: �. ..����� �� .� �.: . . •�� . . . . . . . . : . . .: . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :.� . .. : . . . : . . . . . . . ... . . . .:. . . . . . . .. . . : . . . : : . : : .: . : . . . . . . . .:: : . . :: : . ..�: ... .. . : . . . ... . . . . . . . .�.��. �.� �.�.... . ..� ...� : . ... . . . . . . . . : . . . . . . . . .. . . . . . . : . . . . . . . . .. . . . . . ' . .' . ' . . . .' . .' ': .'. .'. .' ': . . . . . . .k. :. .'. . ... ................. ... . . . ......... ............ ....... .... . .... ����:��•��..�.���•��� ••'••��. :� ��. . � . .... . . . . ��. � �� ',. .. ... .... .... ..�.. .. ... . . . ' . . . . . .' . . . . . . .. . . . . . ... . . . . .. . . . . . . � . . . . . . � � . . . . .� . . •. ��•�. . . .. .... .�. . . .� . �. .. . .• . ... . . . .. : . . . '. ... . : • .' . . : • . . : ' k . .'. . . .' . . .. . . . . : : . . ' . . ... . . . . . • . ... . . : . . . . . . : : . . . . . . . ... . . . . : . . . . . . . � � � � .'. • � .•. • ���•�� • •�� . . .�� � � '. . � � �•����� � �• .' � �.�.� � • . ��.:. ��••'• � �.� • . . .' .. � � � �: . ..• . •.•• � � � � � �� � �� . . . �� � �: •. . :� ��. .� . . . . . ' . . . . . . . . . . .' . '. .' ' . .'. . .'. .'. . . .'. . . . . . . .'.'� '. '.'. . . . . . . . . . . .'. . . ��. . .' . .'. '. . . . . . . .' ..'... • .'. . . . . .'. . . .'... .. . . . .. . . . . '. .-0..�. . . • . . .. . .... . .:.�..... : �:.' � ..: .. .. : ....:... :.. ... :•. •:• :: . . . . ..�.:. .. . . . .'.. . . .. .. • ' •• . ... . � .. . : . . . .. . . . .�. . . . . . .. .. : .. . . . . . . . . .' . . . ' . . ' .. .'. . . . . . . . .. .. . . . . .. . . .... ...... . . . . . ' .. . . . . .. .. .s. . . . . . . . . :•. ' � . ' �. .. '. ' . . : �.�.������••�•.�.�.� �.•�•� � . . �� ��� .��.•• .�'� �.� � . . :. ����.�. • . . �. � �. . .�� �'� � . .'.� . . .� �.�� �. . .�� '. �. .�.�.�.� �� : • �• � • . .� ,. ..�'��� ���.�� . . . .. .. . . .' �. : . . . . . . :�� . � : : �: ' � . . ... . ... :'.. . . .' .'.. .. .. : . .. .'..: � . '. .. ..... . . . . . . . .: . . . ... . . ..: . .�. .'. .• ' • :. . ... . . : . . . : . . � �. .. . . ... .'. • � . . . . � . .:. . . .' . .'. . . ... : . . . ' . . . . ..: .' '.. ' . . .' �. . �. . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . •.'. .'. . .' . . . .:. . . . . .. . ... . . : . .'. . . . .' ' . . . . . . .' . . . . . . �. ... . . � �. • . .: . � . . ' . . . ' . . . . . . . :'. . . . . . . • .. . . . . • . � • .:'• . . . . . . . . : ..: . : . . . . ... . . � . . . . •. . . . . :. . : . � . . ... . . ::.'. . : . '. . ... . . . ... '. . ' . . ..... . . ..... . . . . . . . . . ... . . . . . .. � � ��. . . . �� �.� . � � ��� �.� � �� �� . . . . . . .� . . . � � � .��. . ... . ���� :... .'.�. ... . . . � � � . . . . . .'# . . . . . :� �� � � . . � . . .���. . . .� . . . . . . . . . . . . . . . . . . .. . ..... ... ' . . .. . . . . . .. . ' ' .. . .. ... . . . . . . . . . . . . . . . . . .'. . . . . . . . . .' '. . .'.' . . . . . '. . . . . .' . . . . . . . . . : . . .: '. '. '. . . . . ..:. .' ' . . . . . . . ' . . . ' . . . ' . . . . . '.' {'.. '. . . . . . . ' ' . . . ' . . . . . . . . . . . . . . . .' .. . . . ' .. � .... . ...... . .. ... .: . . � • . .• . '. '. . � .' .'. ' . . . . . . . . . . . . . . . .' . . . . .' .#. . . . . . . . . . : . � . . .. . : ..: . ' '. : '.':." . . • •' . . . . .... . ' :: . . • . .. . .�. . . . . . . . '.' . ': . . . . : . .. . . . . . . . . . . • ��.� .�T.��. �����F���.�•�}•��• .��.�.••����'.�.��.�.'.��'����'� ..��.�..��.�� ���.��� . ' �.�' ..����....� �.. . . ��.����"���.�� . ���h�� . .. . . . . . . . . .'. . .'. .. . . . . . . . . .. .'. . . . . . . . . . . . . ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . . .. . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . '.\ . . . . . ... . . .. . . . . . ... . ... . . . . . . . .. . . . . . . . . . . .. .. .. . .' . . ' '. . ... : . .. . . . . . , •.' . . � . . . . ' . . . .. . . .. .�. i . . • . .�: : . . �. . �. � . . .. . .. . . . . . . : : . .� :: .: . . : . . : . . . .. . . . . . . :.. : ... . : . . : . � . . ... • • • . • . ... . .. :. . .. ... . : ..:. : . . . ... . . . . ....: . . .. .. . .': . '. . . . . . . : . . . . . '. . . . . . . . •'' '��•���•'�•�'�'�'���•'• '• '••���•'•:����. .. . ����•• ���'��'���� •'�:�'�������.• � ...•.�����: �•��'•'��•����•'•��• ��������' . . . . . .� . . . . . . . . . . .�. . .�. . . . . .� . . '.�. . . ...�. . .�.�. .' .�. �. . . . �. '. '. . . . .�.� . . '. . " . ...'. . .�. . .�.'. '. . �'.. . . : • • : : : . . . .... .'.'. . '. . � . : . : . ' ' : ' ..'.'. . . . . . . . . . . . � .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. ..... . .. ... . . . .. . ... . . ... . . . . . . . . . . ... .. . # . . . . . .. . .. .. . . . . . . .� . . . . . . .. . . . . . .' � �. . .�. .�. .. . . . . . . . � ' • . . . . . . . .. . . . '. . .• : • : : . . . ..'. . .. .. ' . . . . . . . �. . . : . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ... . . . . . . : . . . . . . . � � . .���:� . ��.� �� � � � �: : �����:.��� : � . ��.� �: .� �:.� ���� :.����:: � � �� :.���: ��:�� �. �:��:�� ��:� ���:���� :.::������:..� �:��:� : :���:�:�: :�:� �� �:����: : �� �� �� � .. ... . . . . ..... .. ... ...... ......... . .. ... . . .. . .... .. .. . .... . . ... . . . . .... ... .. ..... .:...... . . ... : . . : :. #. . . . . . ... :.. ... .. .� . . .� �...�.�.�..:�. .. .�. � : . �. . . .. .. � . : . . : .: . .. . . :..: � . :...:: .... .. . . .. ..: .:. . .:. ... . . . . . . . . . . . . . . . . . ... . .. .. . . .. ... . .. . . . .. �.... .. ... . � ... . . .. . . . . .... . . . . . . . ... . �. : . .. . �� ����������:�.� :��� � ����� . � �� �� : ..: : ��:� � � ���.::.�:� : ��� ��. :� � � �� ���� �� ����:����� : ��� �����.� � ��� � : ��:::����� ����:�:��:�:�:��.:�.��� �:��:��:. :�: . �.����� �. �: . ��. .... ....:... ...::. . .� ...� . ...:. .. ..� ..� . :� . ......:...� ...:... ... ....�:..... ......:............:.:.........:.� :........� .::........:..:.... . .....� ... .............:..:.............�...... :.:...... . : . . .. ........:.. . . . . .. � � � �.��. . . �� � ���� ����� . � �:�: : �.�. : ��� �� . � :. ��� ::: �������� : :::��� ��.� � � ��:�: .::������:.��� ����.����.: �� �: : : ��: . :.. ..��:�:���: �:: � �. .. . :��:�:����� � ��. ���. .�: . . . . . . . . . . . . . . ...� ... ... :.: . ... . . . ... ..... .. .:....... ....�.� . ... ... . .. . .. . . :......:.: . . ....... . . . . . : .... ... . . . . ... : . :. ... ... ... �.: .. .. ... . . . . ......... :.: . . : . � . � . : . ... ..... . . . . . . . . ... . . . . . . .. . . .. . . . . . : : : . . : . . . . : . . . . . : . . . . .��. . . : : . : . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. ... . . . . :..:.... :: . ..:::...... ... . .. .. . . .. ... . .. .. :: . :....�.....::.. . . . . .. ..... .. ..... . .. ..... . .... . . .. . �.:�� �� ����:�: ���:��:� �. �:����:�.�:� �:�� � :��::::�. �:���� �� ��:��:�.:.. . ..... . . . . . ......... . . . ..... ... . � ... .. . .... . ... ... .. . . ... . . . .. . . . � . ..... . ..... ... .... .. ... . . .. . ..... .... . .. . ... . .. ..: ..........: .....:. ...... ......... .. . . ..........�.:... :..:.. ......: ..... : .. . .::.... .........:.:.....:.. . ........:..:... .....:.. � �� ��:��� ��� �: �:�� �:��� ::�.� �. � � � � � :���� �� :.� �: � � � �������:�. . . �.�.. :�� � ����.� . . . . . .. . .. .... ...... . . . . .. . . .. .. . .. ..... .. . . . .. . .:. .�. ..: . .. . . �����:�::: : �� �::�������� � �:�. ���`:� ��.� :�:���:�� ��:.�������� ��..� ��:� �: : � � � ���:��: ���.� � .`. � � ����:���:�� � ����� � ������:�:�.�:: ... . . . .:.:... .... .. .. . ... ...... . . . ... ... . ............ ...� . . . . . .: ..: ... ..: � ... . ... . ... :. . :.. ..:. .. . .. . . ... .. . . ......:... .. . .... ... . ... ........ . . ..:..... .. ...... �... . . : ... .. .. . . . : ...:.. . :.���� � � :�������:����� ��: ����:���:.� �.����:::� �.���� ... ... . � .. ... ..... ...... .. ............. .. ....... .... .. .:.. . . . . . : . . : .. . . . . : �.. . : . . . . . . . . � . :. . . .. : ����:��� �.�.�:���. � �.���� . � ���:������....:::.��� �������:�� � � �����.: ... . .. ...�...... ...:.�.... .. .. .. ... ........... : . . .. ... .. ... .. ...:. . :...... ..... . . . . . . . . . . . . . . .. .... .... . ..... ::... .... ........ .. .. ....... ... � .. ... .��. .....:.. :. ........ ...�� ..�. . �:.. . .. . ... . . . . . . . . .. . .....:��.. : �.�.. ....����. ..... . � � ����. � . ��� ���� �.�:�� .� � � �� .���� ��� �� . : � � � �����.��:����.. .� .��.���.�:�.��.:�:���.��::�...��: ��.�.�� � � ���: .����.: :� � �:�� . : �. . � � ��. �. .���� ��. : . .. . . . .. . ... ..... . .. . . . .... ... .... .....� ....... ... . ... ...... . . .. ........ .....:...:...... .... .. .. .. ...... . :...:... ........ . :......:. ....... .........:.. .� . . ......:......... ..� ............. .... .......... .......:.. . ...�.. .... . ...... ... .....� . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . .... ... .... . . . ... . . . .. . .} . . . . : . :. ... . . .. . . .. ..:.. . . #:.. . . . . : � . . . : :. . .. .. . ::.. . . . ..� �.:...:: . .� .� �. . : . . ... . :. . . .. : .. . . :. .. : . . . :. ... � . : . : . .... . . . : : . . :... ...:. . .::.. .:. . . . . . . : . . . : . :. . .. . ..: . ... : . .. ... . .. � .. . . . :�. �.�: ��. :.:�: �:� �. . ..: � �:� .:::. �� :�:.� ���� �. . ... ��:� � ��. . :�.::... .. . �� . .� ��.� : .�. : . : . . # :.: . . . . ��: ..: � . �.. : � : ������ ::��. �:�� ���� ���� � : ..... .... ....... . ��. � � �� : . ���� � . .:���� � � � . . .�:��.�: ... .....:............ .. :.. . ...: ...: ...... ...... .......�...:............... .. . ... .. ....... . . .... ... . . * . . .. ��.�: �: :��� :: .: � �. �:���.�::�. : . . .. .. . . . : .. . . . . ... .... ... . ........... ... � .... . . . .. . . ... .. .... . . .. .. :. .: .. : ����: .����:�. . .�. . . . . . . � .... . . . ......... . . ... ..� ... . . .. . . . ... . . . � . �.. ... . .:.......... .:: . . .... . .... . . . . . . ... ..... :: :. .. . . . . . .. .... . . .. . .......:.. .......... ....:.. ... .... . . . � . �:��:� �:� � ����� ��:�� �.����� �� ��.�:.:�:� �:�������:�:�: ��� ��� ��� �. � � ...�...... .:. � . ..:.. .:.. ....:.......... :... .. . .:.. ..�.::....:..:.:. . .....:.: .... .. �.� � � :���� � ��.��: �.� � �:�. :: � ���.� : .. .. . ... . ... . . . . ... . : . . : ... . .. . . .:.. . .: .. . ... . . . . . :..: . . ::.. ... . : . .. . . .. . . . .. . ... . . ....# .. . ... . . .. .. . .: . .. . .. . . . . . . . . . . . . . ... ... . .�� . . . . . � . . .. . . .... ... . . . . ... .. . : .: .. . . . . . . : ..... ............... .... .. . .. . . . � . ... �. . ��� . .� : . : �.�:�: ��. ..� � : � : ��� .��:����.: ��. . . . � . ..� �. .:� �.��. .� � : � ..�.� �� ������: � �::. : :�:��������.: .�. . ....: :.�..���� . .. . :� : . : :�.���.�:�� :. :� �:��: . : � �.� � �� . � . . � . . . . ....�.. : . . . . ... ... . . . . . ... .. . � �� � . :... :.:. .. . . . .. .. . .... .. .. . .. .. . .. . ... . .. . . ... . . . . . -. . . . .:. . . . . . : �. . . . .�. . ... � � .. ..�� : ::. : . .. . . : .. . . '..�� � <. . . . ... . .. .. .....� . . ... ... . . . :. ..... . : . : . . . :.. . : : . . :. . .. . . . . ::. . . . . ... . ..�: � . �:�.� : : �� ... .: � : :. . . . ... �. �...� .: :. ...: : . :.:.. . : .. .. :. � . � �> : . .. :. .. .... � . .. . ...�. .. .. ..,� . . . .. . .. . , . . , � �.�� � � � ��� � �� �� ��� �. � �:��� � �� .� �.�. . ��� � ���� � ����� ���. .�.�..�: . � .��� .'����� �.�`.�� ����. .��.��� .� � . � : ����: �� � �� �� ��: � �� � � � . .�. .... . . . . . . . . . . . . ... .. ... , . . . ...... .��� �.�. ... . � .. �.�. . ... .....�... . .. ...� .... . . . . .. . . . . .. .. . , . . .. . . ., . .. . . .. . .. .. . .. . ..... .. ... .... . . . . . ,�. .. .. . . �. ........*... . . . . ..... : . ��� �� �� .������. .. �:�� ��. ���� .���� �.�� ..������.���:�.. ��.'�� ...��.��� ��, . ������.� �.�,�� � . .���� � ..���.���. . ���� .� .� . ��.� . . �. . .�. .�.� . .�.�. . .� �... . . . . �. �.� � �.�.�.:. . . . . . . .. . . . . . . . . . . . . . . ..�._ . .�. . .�.�� .�. .�.� .�. . . � �.�. .� _.�.�.�. .�.�. . �. .. . : : : . .. . . , . ..�.�. . . .� . .�. � .�. .�. �.� � . . .. . , . ..� ..: . ... .: .. �� � �. . � . . . . � � � �.�.� �.�.� . . � . .�. �.�. . . .�. .� . . ..�.�. .�.�. . . . � .� . . �.� .� �. . .. . ..�. .:.� �.�.� �.�.�.� �. . . . .�.�. . . .. . . . ..�. . . � . �.� . . ... . . . .. . . . . .. . .. . . . . . ... . . .. � �� . . . . . �� . . . . . . . �. � #:. � ��� . . .�. . . . . . . : . .:.. . . . . . . � �.�. .� �. � �� . . . . . . . :... . . . ��� . . . . . . . . . .. . .� . . . ... : . .. . . .., . . . . . .. ... . . . . . . . .. �... � . . . . . ,... .. . . . . . . . . . . . . . . . .. .. . . .,. . . . . . ... .. . . . �� . . . . . . . . . . .. . . . .. . . . . . . . .� �.. � . . ,,... .�.. �� . � .: . �. .. . .. . .. .. . :.. ..... ... . .:.. ...... ... .........;:.. :.....,..... ..:.. .....,...:... ,..� ... ,..........� .. . .. . . . . . . . . . , . . . . . . . . . . .. . . . . . : . . . . . . . . . . .:. . .�. . . � . . . ._ �. _. �. . :�: .� . . . . . . . .�. . . ... . . . . . . . . . . . . . . .. . . .. . , . . .......... . ....� �.. .. . .� ... ... �..�.� . �.. ...� .�. .. . . . .. . . . . .. � . . .. � . . . �. . . . . .�, . . �. �. . �. . � � �. . . . . . . . . � . . . . . . . . � .� � � . � . . � . � . . �. . . .�. � . . . . . . . ... � . . . . . . . ... . . . . . �. . . �... . . � . .�. . �� : ��.�� . : . ,�. .. : . �. . .. . . . . . . : .�... .� . . : : . � �. . . . � . . . ��. . . . . . . . : . . #�. . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . � . . . . . . . � . . . . .�: .�.� �.� . ... . . . . � . . � � . . . . �� ���� �.: .. .... .. .... .. .. ... . . .. . .. . � .. ........ ... ... .. .. . ..,:., .........�.�� .�. ��:... : . .:.�. : . . . . �, .. . . .. . ,.,. .. #. .. � .� �.� �� ��.� � : .�.� �.�. � ����� �� :�.�� � ��� . ���� .��. .� : : ��� �� � �::��:� �.����� .���:��.�� � � ����:� . . . � . . . .���� � : . . . � . . .. . . . .. . .. . . � . � . . . . . . �. . . . .�. . . . . . . . . . . . . .. . . . . .:. � . . �. .� � � .� . . . . . . . � . �. . . �. � �. �: . .. , . . .. .. . . . ..... .... . . . �. :��� � ��. . �� ��: �� . .����:�� : � ��� �� �� �. . �:��� � � � � _�: . � � � : � :.. .� . .: . .�. . .�.�. :� .� . .... .. ..... ... . . .. . . . . . . . . . .i . . . . . � . . ��• .•. .. . . .. .. . • ... .�:��:� �����:� .��:��� � ����: ����:� ���:�.�.�.����.� .���:�. ����:�� ��� � ���:: . . �����. �� ��:. ::� �: :�� ���:����.�:. .:.. . .. . .... . ..:... . .....� ......... . ....� . . . . . .. . . .. . ...... . ...� .. ..: .....: .. . . . .. . . ... .. .. ..�. # . . . ... ���:�:�����.� � ��� . ��:����:::::� � :� �� . � �.� � .�:� � ��� � �:� � ��� � : � :� ������:� ��� : ���:�:����� ���� � �������� �:. . �� .. . . . . . ... . . . . . . . ... ....:. . . ... ...: .. . .: . . :... ... . .. ... . . .. .. .. . . . ....... . .. . . . . . ......�... ..... . . ..... ....�.. . .. . . .. ... .. ... ���. �:�.� . .:. �� . �� . .. . ���������: ����� ���� �.��� � �� � � �� � .���: . ..����: ���� ��: : .� � �� : : ���:������. �::���:: ...�.....�... ...........................�...... ...................................... ��� �:�: �. . :� ��� �::��� � : . . :�:� ��.���:: � � � . � ��.�.�. �. ���� �.�. . �.� �.�. . .. . . . . . ���� �.�.��������.� . .• �. . � �::. . �����: ..� �..�.�.��:� .:.: .:��:� � .�..� . .. ..... .. .. . . ............:... ... .. ���:�: .�: :::��. :. ��� : . ............. ......................................................................................... . ........................... ....... . . ... ................ .................................. %%:::: %%:::. %%:::: %%%:::::::::::::::::::: %%:::::: %:::::::.:: h %:::::::: %:::::: h %:::. %:::::::.: ... . . ... . ...... ................................. ..................... . . .......................................... ................... ............................................... ......... ............................... . ... ......................................................................................................................................... . . . .......... :xxx::::xxx::::::::x ::::::::::::::::::::x::::::::::x::xxx::::::xxxxxxx::x::::::::::xxxxx::xx::x::::::x::x::x::xxx::::::x::xxx::x::x::xxx::xxx::::xx:::.xx::::::::::xxx::::::::x::xxxx::x::x::xxxx:.::xxx:::::::.::::::::x::::::::x:::::.::::::::::x .:::.:::.h::::::::::h':::::::' .:::::::::::::.%::%:::::.:::.:::::::::.:::.:.::::%::%::%:.::::::::%::%::::::%::h::::::::::%' .......%k":.:::: '. ' k:.. ... ....':�C:. . . .. . .... ... ]T7C]G0.�1C%% ]�]C• • •••• . .. . ... .......... ....... ... ......'�..... .. .. .............. ....................... ....... . . .. . • .�. •�. . �. � . . .................................................................................... . ......x::x::::xx :::::::::::.::xx::::x:::::::.::x::xxxxxxxx:.xx::::x . . ...... ......... ................. . ........................... ....... . ..... ................. . ......... ................... . . ... . . . . ... . . ..... . ................. ....... . . . ....... ................. . ......... ......................................... ................................. . . . . . . . ......................................................................................... ... ......... .......%::::::::%::%::%:::::::.:.h::::::::%%::::::h::::%% :::::::.::::::h%::::h::::%:.::::%:.%%%::%%:::.:::::::.: . ... . . ... . ... ..:.:.h:.:.:.%::::%%::::%::::%::::::::::%:.::::%%%::::::::%%%::::::::::%:.%::%:::::::::::::::.::%::%:.%::%::::%%::::::%::::::::::%::%::::::::::::::%::::::%%%::::::::::::::%::::::::::::::::::::::::::::%%%:.::::%':hh%':%::%::::::::::::: ....... ...................... ............. ....... ..............::%::::':::::%:.:.::h ......%%::h:.:.:::::::.:::::::::.:.:.: ::: ....... ............ . ...................... . . . ... . ..... . .. ................................... ............. . ...... . ........ . .............. .. ]07C%'.�'.'..%%k�%k :.::k:.]C:::AC :.:::.. . ....::. ...::: ....' :. :::.....k..:.. ::..k . . ......:. ::: '.%:.:.:::.' ' :: ':]C:::::::::.k%:::. k' :' ' .' .. �.'.'. ..� . . . . . . . .. . . .�. . . . . . . . . . . : ' �. . ' ' .'. ' . ' . . ..'.. .'. . .'. . .. ... . .� . . .'. . . . :.'.' . . .'. .' '. . .'. . '. . � ' . . . . . . . . .. . . . . . . . . . . . .'. . '. .' ' �. . ': . '� . . . . � . ' '. .:. . '. . ' '. ' . . . . '. .'. .'. * ..:. . . . . . . ' . � . .�.'. . . . . � . . . . . .'. . � .'. . . . . . . . . . . . � . .'�. . . . . . . �: . . . . . . . . . . �� � • •�:�.� �•� �� �•� • . .•��•.� ���� � .'. �. :. : . . ... . . . }€ . . . . . . ..:. ... • � . ••.. " ..' .". .:.'.'. � � . .. � �� : � ��� � ����tr �� .,v ,�, .��� � ....�'� �,.�. � �'� ��..:� �� �.� � ����� '��:�� � . ....... . . .'. . � . . .'.'. . �' �'.'.'. :. . . � .:. .'. . . . . . . . ' . .. . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . .. � .. . .. . . .. :. . .� . � . . . . . . '. . .� . . ... . . . .. . . . . . . � . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�.�.. �. � ' . � " � . � ' : . . . . . . . . . . • . . � . . ' . . . . . . . . . . . . . . .. ' : .' . . : . . . . . . : . : ' ' . . : : ' . ' . .' .' . . . : : '. . . . . . . . . . .'. . . .'.'. .'. .'.'.'.'. '. . . .�. . . .�.' . . .'. .'. . . ....... . . . . . .... . .. .. . . ' . . . • �� � � . . . . . . . . . . . . . . . �. . . . . .. . . . .� . � { . ... . . . .'. .' .. ... ...... .. . . . ... . ... . . . . . . . .. . .. . . . .... .'. . .. '. . . .. . ... .:. . . . '. .: .:. '. . . .�: . . . . ... . . . .. . .. . . ... . . . . .. ' . . . i . . . ..•�•.� ...�. . . . . . �:'. . . . . .. ...�.X. . ' . .. ' . . •�. . ..'... .... . . .'..' . . . . . . . ...' . . � .:.'. '. '.'.'. . . � . . . . . . . . . . .:.'. . . . . . .. . . . . .... �:'.:.: . ... . �. �.. . . . �%]OC'. . A.�.h . ... . . .x7��•• . . . . .:x• . . . ' . . . . . '. � . . . . . . .'. '. . . . M1x . . p . .. .. . . . .. . . . . . . . . .-0GC'.�. . . ' . .+C . . . .�• . .. '. .' :. . . . . . . .'. � . .. . �.X: . ....... . . ... }.. . .... . . . � .. � � ... ..... .. ... . ' ' �:.' . ' . : '.. . . .: . . ' . . . . ' . . .:.' .'. . .'. .. � . � . . . ... � . . . .. . . . . . . . . . . . �. � .. ' . . . . . ' .' .:.'. .......... ... . . �..: .. . . ... . '.�. . .. •. . . �� • . . . . �.� • . .. . .�. ..... •��', ,��, ,�,�•,�, �. .� .. ... . ..... . . ..... . :.:�:. ..,. . . . . .... . . ..# .... .. . .. . iY!k�. ��• ���� �� � ..������ �.�� .� � � ��•�. . .:.•: '.•.. . . . ��. . .'. . . . �... .. . . . .. ..... . , . ... . ... . . ... . ..� � �. ... . .. .�� . . . .. :. . . .. . ... .... .. . . ..... . ., . ... . . . . . . .. . . . . .. , . . . . : . . ... . .. . ..� . .. . .• • . . .�. . .,• . :. , . . . . . . . . . . . •..•.. • ... ...•. . • ..'.�..�..: .. ............... .......... . ........... ..... ...... ... ... .... ..•.. ... .. � . •. ... � � ��. . . �� �� ���:� ' .'. � �.� �. . . .•.. ..'� .. ... .. .. . . . .. . . . . ,..... . W �.� ..�:�. .': ��� . . .�. .�.�.�. � .:. . . . . . . : . . . �. . . .:..:. :. . . . , . . . . . . .... . �. . : . � . . .. �� � . . �.� �� �� � .� ���.��� �� .�. .� � s . �. � � � �.�� �. . . � . . ... . .. . . . .�.�. . ... .� .�. �.� . . . . . ... . ... . ..: ...:::. . . . . . . . . , .�. . . . . . . . . . . . . . , . . :� � �. . .:. . . . �. :�: .�. . :�. . �.�. . � � . . : �. . . :.�. .. .. . .. .�. . . . . .� , . .�. .:. � : . .:.�. �: . , . ,�. . �....�. .:.': .�.� ���. ..�'. . .� ��:�.�� ��.... .. �.���' . � . . � �.�.. .. � . . . . ..... . .. .. .... .. .. . . . � . �. .��:� � . '������.���.� � �� . .... . .... . . ... . . ... . . . . . . .... � :. �.. �... .. . . . .. . . . . . . �. . � .� . .�, �,� ` � ..*��A��� � .�� �. .�::. .. .. � . ..._. .�.�� .�. . . . . . . . . � . ..... .�.. . ... ..�..�.� ...�..... . . ... � . .:.::. ' • : : : : :... . . . .. . k �� .... ��'..•�. '. . : . . . . .. ' .:. . .:� ' • . ���'�� .' . ... � ' ' ' .. .. . :::. . . . . . . '+�•''�" . :..� . � ......� ...... '...: •' � .' �• ' .:: ... '. . . . . . ... .. ... . •..• . . . . .' : . . � • .. ...•.�.�� ��'': �.• .... •..... .�.•:'.�..•.'.... . .... ... � �.�.' ,'.�:':' . �. ...' . . .. . .....��������� ������ .. . . '. • ' ' . • :. . . . . . . . . . .: . : �€.� � � � � . . . .... ���. . . • . . ...•. ,•. . . . . . . . : . . . . . . . • . • . ' . . . . . .•. . �. . . �� ' �. . . .•.�. .. ,', .#. . . . ' . . . . .: .:. . . . . . : . �� �`3� �.� �J��.� � • •. .• . . . . . . . . . . : ' . . ... .•. . . . ,... . . . ' ' . . . . . .'.' . .. � . ���:���'�:� • . • � �• : . .•,•. . '. � . :. . . . . . ....'.: . .. . . . • . ........ �.� � ..•.. � .... . . .. .. �. . �. :::�'.:: �. . . . : . ,� . : :. . �����.:. . . . : . .. •. . . ::: :: �. . . •'•.• . . ��.�.'• '• .. . . ..� .� . .�� . . . . . . . � ' � ' ' . . . .� .. � .� �., .�.�� .•���. ..� . . . . . : :. �� • �� . . � ��G � ��'�`. . . �. �� . .� � � .� � .�.�� .�.�. . �. ,�... .�. . . . . . : . . . . �.. . ...�.�...�� � . . ...� .: ::.. :. ;: . . . .�. . . � � . . �. � ' ' � ' .:. . �.�.�.: . . . � � . .: .. .. . .. . ... . .. .. . ���� �.�� ��. � -0`°�` ��� � . ... . .. ... ... .. ... ... .. . . � ���� ` � . . . . .......................................... ............................................................................................................................................................................................................................................................... . ....................... . . ......... ....................................................................................... ... ....................... . .......................... : %%:: %%%:: %:: %:::: %%:: %:: %:::::::::: %%%:: %%%:: %%%%:::: %:: %%%%%%%%%%:: %%%%%%%%%:: %%%%%%%%%:: %%:::: %%%:: %:: %:: %:: %%%%%:: %%%%%%%:::: %%:: %:: %%%%%:: %%%:::: %%:: %%:::: %:: %%%%:: %%%%%:: %:: %%%%%%:::: %:::::::.:: %:::::: %:::: %:::::::::::: %%%%:: %%:: %:::::::::: %:: %:::::: %:::::::: %%:: %%%%%%:: %%%:: %%% :::::::::::::::::::: %%:::::: %:: %h:.:. %%%:::: %%:::: %%%% ... ... ............. ....................hh%::::"::%:::.::::::::::::::::::::%::::::::::%::%:.::::::::%::%::::::::%::::%::: ............}�........+(..� {..�.+�................ :::7C'.:.k iJC%Y{CY]C1CJC�x ....::�C�C :. : .. ...... .... .. . . .%::.AC%:".'::x�]Lyi�.:��Y �CkY �OGR{': . : . ... . ............. ... ...... ... . . .. .... ..... .... . . ..... ...........�. . .. . ...... ... ... .. ...... ........... .... . . .... . . . . . ... . . ... . . . . ... ........ ....... . . .... . . .. . .... . . . . . ... . . ... .. . . ... .. ... ... . . . . . .... ... .. ... . .... .......... .. ... ................. ...... .. .. ............ . ... ....... ... ... . ... .. . .. .. .. . . . .. .. . . .. . ... ...... . .. ... .. .. .. . . ..................... ........ .... ' . .. .... .. . . . . . ... . . x. . . . . . .. . . .. ..... ... . .. ........ ... .... .... .. ' � .. . . . ]O�WCGC�WGIX .' {SW�WGGIX'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•. . .• .�� . . .'. ' . . . . . . . . . . . . . . . . . . . ' . � �V . . . ...... �. ... . . .. . . . .. .. . . . . . .. . . .'. ' .' '. .� .'. . . . . . � . •�. . . . . . ... . . ' ..... . . . . . . . . . .'. . . . . .. . • ' ' • . .� ' . ...' . . . . . . . �. : � .�. . .�. . .. . . '. . . . . . . .�. . . . . . ',',•, •• • • . . . . . . .' . . . .' • • . .�. . .�. . ... . . . . . . . . . . . . . . . •�. . . �... .. . . . . . . . . . . . . • '. . . .' . . . .'. . ' . .J'..W'.��. .. . . .. . . . . . . . . ' . . . .. +�Ch . . � . � . .�.. . � h . . . . .. . . .� . . �• . . �. . � :.�.'.� .' .' . . ' �.'. '. . . . • . . . .�' 5���. ���# .. ��.. . . . . . .. � ..' . . '. . ' ...'.:. . . . . .. . . . . � . . ... . . . �h.:... .' ... . . . 1 . . . . . . . . .. •. '.': ' : . . . .� ��' . ' ' • • • ' . . . . ... . ... . ....... '. . .'� ...:......... . . ... . . . . .... ... . .... . : :� �. . � :�.�:: � �. .:: . . . . . . . . . . . � . . � . . .�� . . . . . .. . .���F .:����:�����: � . . . . . . . : . . . � ...� .:.... . :. .� .. ..: �.::: . . :::� .::.� . �: � .�. � . .� :�. . ... : .°: °�: : : : : .:: : � ......: �.��.... � .. . � . . .. . . . .. ..:�: . . . . .... . .. .... . ..... .. .... ... .. . �'. '.. ... • . . . . .. . .... . . . .. . �Y���::.. . •�. .�•'• .:' '' • .. . .• . . . .�:.. . • .:. . . . .�• � • '• • • • • �• • . . . � �. .� . . ' • .• • •. . •. . . • . '. . '. .•... . . .'� :. � : :.. . ....'. .' ' • . � .:. .•. . . . .. . . . � � �.$ ���0 . . . .' . . . . . . . . . . . . . . . . . . . . . . . . . . . v . . � : . ' . ' .' : . . � : � . . . .: .'... ' : . : •. .. . � . . . . . �G00�. • ' .. . . :.....: : . . . .�.:. .. . .'. . .� . . . . . ' .' . . . .. . . . : ` .f . . .. ... . � ..... . . ... . . . .. . .. .�.� � �.�'�� � .�:� . . . :�'°°��... .�.. . , .. . : � .�. :. .:�.�: : .�:��.:: . . : � . :�. ..� : : ... .,,:. .� :: �. . : .:. ,.. . . . . . . . . . . . ��.:��: : . : . . .. . . . ... . . .::.. . . . ���.:�: : . . :�:�.�.�.. ..�� . � : . .:::: : ... : . .: � � :: .:. : . . . .. . . {. . .�. . . . . . � . . . � :: . ti:: ���... . . . . . . . . . .�. .. ��°� � . � .�: .. �. . . . .. . . �.: :...... . :. . : :.:.. .. . . ... . � � � � .�. . . . ... . . . . . . . . . . •• •• . • ��. . .. . ... �.k .• .• • ,. .. ... . . � . . . . . . . . . . • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ���� . . . . . . .... . . .. . ... .. . . . . . .. . . . . . . . . .� . � . . . . • � �.�• . . .• . :�`+a�"u�'4�!�^ . . 4FYC+NW�Y� {"Ry"�e�p +�"r� . ' ' . ..�. .'. ' ' '. . . . ' ' . . . .. . . .. � ' ' . . '. . ' ' . . . . �R . . . . .. ..� .: :' . . ' '. . .:�� '� ' . . '�' ' . . �'. : .� '. .�' .� . .'. •..� '.•.' ... . • • . . . . '. .:.. . . :'. . .. ' • ' •�••�.••• • • • •' �. .. . .�.. . .'. • �• .�. .'. . . • . • . . . .. . . . . . . . .'�� '. • .' . ..: . . �. . . .:..:' •. . . .� . .� . ::.:.' . : ' . '• . . . . ' ' ��.�. . . : .' � .: .k . •l. . .:.:. . . •. . . . . . . .. . •. . ...�•...�:. . �. . • • . • � �•� � • � . � . . . . . . . . . . . . . . . .. . . . .. : . . •• �. : . . ..: .. . . . . . ..:. :' • .�' • � . ... . . •: . : :.. .:: .:. . . ... •.' .. :.:. . . . ..... :.• ' . . . � . • .� .�• � �h�� • �� � . •. . . • . '.]4.]GOLi. •' Y. ' . . . . . ��: . , . .. ..l .� . �� . . . .��: .� � . . . . . . . . . .... :.."°� .: : : �,. : . ` . .�:�.� . . . . . . :�.��.. .�r.� � �� � � : . . . . . . � . .� ... .:...: . . . � ����. .�. � � . . �_ :. �� .. . . .�: . �.. �� .����.�. . : . � ��� �. .r ::�:�.�.����� � :�� �: �� :�.�.�.�� :�: � :�° �. ; . :� :�:� . . .�.� . � :, . . . . . .. � . .:.:. .... . .. . .� � . . . . � . . . . . , . . . : :. ... .� �. �.�. . :. . : '� ...� � � .... � �� � � � � .::� . ..: � k. .. .. .. . . . . . �:� . :.:. ..�� ..� :.. .:.:� . ����¢.:����:�����:� � . � . � . � : :� ...�:�.� �:� � �� .::�° � . :::' .�.°�: .�� . . � �:�� � . �. .. : . . .. . � : +l�ti} . .' : . . . ��� . �. .�. . . . .� . ': ..: ..: .'. � .:�: . . . . : . : : . . .' . .�.'. ..� .. . . . .'. . . . . .� : � +v�r�Y�A �%. . .� . . � : . ' : . � . ... ��. . �. � . . � . . .. . . '. .. .' . ��... . � : ��.� �.�.� � �� � . . . � � �` �.���.�, . . .�. ��.�:.. . . . ' : . :, . :' . � :: . .� : . : ' . ' ' . : �.. . : � .. � �._: ,� . , . .�� . . � ��. , . �. �. . . . .� . : � �. . . .: : . . . . . t� :. ... .�: . { .�.� ... . .�... . . �' ..: . . . .�.� �:�� . . . .�. �?:. , . :�, . : � . . . . .� , ��. � � . � � �� � � � . . . . .. .�. . . . :� . : . . . . . . . . ��. . � . . � . � � � . . .� . . . . . . . . . . . . . . . � . .' .' . . . . . . . . �. . . . . ' . . __��eo- . .���• ,�a . .;�,,.,;�;�,,�a;�;,�,;:N.*::�.M,,..�.._. . ' F.� . � . .. �. . . . .��� . . . . . . . .�. . . . . . . . , .. . . ��. . . .. . .. . . . . � ' �: .... .... :. . :�.:. : .� ... . . . . ...�.. . . � . .'�.�. . �. :� . . ��C0� . . .. .• .•.. .. .. . '. 7�7 ' . . . . . � �•• . . •' �_. .. . . . . ..�•. . .... . . � �' � . . . . . .'. x . . . . . ' . . �. . � .• �•. . . . � . . . .� .'�. .:�. '. . . . . . . ..�. .' . .'.. � . m� . ' ' . . : . . ..� ... . '.. . .�• • ••.� .�. . . . ... . ... . y�,,Q' �_� .. '..":�.�.•.. a.� . . ... . . �.: �. .k�.:�: ':. . . . . . . . . .�. ' ' �. :. ' �... �' : .. .. . . ...� . �. .� • ' ' :.. . . . . ...�.� ���... . . '�.: ..�.: �. : : . ... .�. ::. . . 7vvvv7 . ' . . , •� . . .� . • . '.� � • � . . � 2 • �� . .•• . . . . . :� . � : * : • ' � . ' . . . . . � . . ' ' . . . . .�. . . ... � . .. . ' . �: . .. .. �LL'�.. . y . ': ... ... ... ..'. . . �.�� . . . . �p�t . . . .•.•. : .. . . . •.�. : �.. .•.. A� . . . . . . . �. �� . . . . . . . �� ' . . . .� � . . � . �. . . . ....11tll6a .... . .�. :. . �. . ... . . .�.� . �.�.: � � • � � . .��. . .. . . y ' . .�. . .� '4�L. . •.. � .... .. . �. � . . . .� � �._: . .�.. . . . . � .�. . ..: .� . . . : . . . . . . . . . . . . �;� . . . . .. . . ..... . .; . . � � . . . . . .. . .. �.:. . � � : . �.... . . �� # . . � . �. . .� .':�, . . .�: .� �:.� �. . . . . . . . . �. . . , . . . . . . .�. . . . . . . . . , .. . . . . ' �:: . . ... . . � . �. . . . , .�.�.� .� . :.� . . . : � . . . . . , . . . . .�. . � �:� . . . . . . . . :. . . � . .. ..� .. .. � . . , . . :.. : . �. . .� . . . . . . . � .� . � . . . . . . . . . . . . . . . . . . . . . . . . :.. . : � : .'. : � . . . . ... �. . .. .. . . �. . . .. . ..... . . .. .�. � .. � .. � . �.... ��.'.. . . . : . . �. .:. . . . . .. ,x. . . . . . ��::.�.:.: .. . . . .. ,. .�. . . . . . . . . . ... ... . . . �.. . . . . . '. �..�.��.��'.�5..��� �.��.����.. . . . . . . ... .. . -0�¢C .. . ... .. . ... .. . . . . � . . .. �.S .. ���C +! ��{ �� . • '... '. . . .. ' . . ' '.'..'... .. ... .. .'. '... . '. . �� .. . . . . . . . . . � •.� . . . ' 'Y��� • +�;�'�4�1• , . .�.. . . . �.�+9R. .. :. . . . . :'. . . . . ..: . : . ' . . : . . ' . .. . . . . . : : • •. ' . . . . . .' . '. . . . . . . . . . . . . . . .. . . . . . . . . ���h�...����� . �.���..���' ' • ;.. .. . . . .. � . . .. .. ... . .. . . :... . . . . }. .'. �. . . . � . . . . . .' . . . . . .. . . .� � .•. . . . . ...� ' . . . . . . . �� . ���� ��' �� '���� ' ' .•.S• .• � � ••.�•.��• . � •.'•�. . •. ..: . . . . . . . . . \ ' • •...'. . . . .' . . . . . . . . ... . . . '. . .' .... . . ....... . .. �'9y .j�7yMy . �G.....: �.. . ' . . . .. . . �.�GC`.�G..3}.LFA£������.�.�.... . . . ::.�: �.. ..... . .. . � •. . ' � . . . . .:��`'� .: � . �: '.�`���.�;��*�#��.. . : �. . . . � �. . . , � . � . . �.� . . .. . � �. .:.• .. . . . . .. . .......... .. . ..... . . .. .. . . �. .. � . � �. � .'�.� .. . :. . . . . ... . ��r • •��• , .� . .. ... �. .. ... . . . . ....... �. �co-� anovmxsro.• .+vaoo-*•oa�� . voom�om�uv . io�o�cco-�cooF .. .+ovd6ac�cvam �. . . .. �. '. . .. . .. . .. . ... . . . . . ... .: � . . .. . �. � �..' . . . • . ... '� . . . . . . .. . . ,.; . . . . . � • . . . . . . . .'. .� . . ' � .�•• .. . . . . . .. . . . . .. ..... ... . .. .: �..... . . ... . ' .. . . . .+o���J . .. .. . . . .�•• 7�•� . . . . . . �vdh�tltk': •. . . . • . . �. . �.. ..� . �.y, • . . . . .. .' . . .'.� . . .•+ ...�vMD.�.�.�. . . ..� . . .� � .. . .. ..... ... .�• �� . .x ' . �.. �. �.�. . . .... . � . . � . . . � • .. .� . . �. .'. . . . � . . . . . . . � . � �t • . � . . . .. .�.•. . � . .�... . .S .:...: .. �. .. . . .. . . .� .. . � .. � ... .. . � ; � � . . .� .� � � .. .. . .�.� .: � : . . .�. . . . :. : . .s' . . . �.�... . . � • . . . . ... .� . .. .J�.�. .'�. . �.•��y'�.�:. . . . . . ... ... ...��.�. "..T ^,. . . . � . �. . . ... . . � � . . . . .t ..�... � : . � . . .�: '. . . . . . . . . ..� . . p� . �. �'�4� � . . . +. .• . . . .�' • . .�• . ... . .... . . �; . . �. � :. . �.� ..�. • .. . . ... .� . � � : . . .' �. �.'. � .� : . . .'�:..�. �. • ... . .' �.' .. �.' •.•.•'... . .. . . : . . �•.� .: �.h+. . . ..�'�..:°.• . . . ... . '. � . �' • � '. .�:, . • : . . . ...�:'�: �:•. .. . .�•.�•• . , �. '�'.�. . � � . + • • :.��.:. . . . . .. . '.'.'� . �: �.'... . . . �' '. . .':�• ..�.' •�.' :. , �. .. '. �. . . . . . . . . . . . . . ; ,• •.�`.�... . .'. �. � . �: .�: : �:'. ��.°:� ��° ���: �: �� . � �. . . .�.: :.: :.. :. . : �.�� .. . . ' ::�...� :.��� :. ��°.. :������° � . � � �: .�..:.: � �:� : ��.:�. .. �:���� ����� � ���:� : :���::�. ::::�°`�.:�::� � �:::..�:...:.:.�..:... . . . .:. :. � � �.� . . : :. ::�°°°� .�: . : . � .:.:::: . � �.�.. � �� :: . � ��° �: �: .. � .��: � .. �..: �.�.:... �� . � � . . . � .� ��.�� : . . .:: .� .��:�::.��� �:� .�. .� � : � . � �:��� :�: � : .:. .. . . � � : : :: . . . .� �� . �� � .:. . . ' • : . . . . .� .. ��. :�. . . • .. . ��v�c �.. . . .�.R�... . � .. � ..� . . .. � . .. .� . . .. . ....... . ' � . . . •. •. . . . . . . .•. . . . . . . • . . . .•. . . . . . . : '..� . �. ' .. . . . .. . . . . . �.' �`•.•.•. :. . . . . • . . :. �. . .� •� . �. . . . . . . . .. . ' ��•.. . . �. � . .a0'�if4 �. . �. . . . .. . . ... � . . . . ..� . .' ' . I . . .. .� �'. •�• . � • . . �. •.n v�# . . . . . .. �j�'' ##* .. .�.�...�i•.�... ..• aa. . . .2�Ic .. �T'Ad »�.� . �. . � . � � . � . . . . ..�. � . .•?°°°if� . . . .. . . '.� � •. . � :� . � . . . . . � � . .�'. . . . � . �. . . . � •. . . . . . . . . . . . . • . . . . . .�.. .. . . .•. . .. • . . . � . • . ... ... ... .. � . . } .. � . . .. .•:. . • . • .. . . . .��. . . . . . • . . . . . � . . . . .•.•. .�. . . � �. � . . • . .•.•.• � . �' . : . . � : . .� . . � . .. . . . .� . . . . . .� . � � .. . . :.. : . . . � • •� ,�. . . . . . .� �+�6k� ��. . �6°°°v�1�. ��r . ... . .. . . . . ... . .�.�. . . . • . . . . . . .• . . . . . . .� .� . . . � � . . .� � � � . � . . � � . . � � .. . .. .�. .. . � � .. .�. .�. � . �. . . . . . . . 3� . �.•. � . • 39a99B�5. . . . � . � � . . �" . . . . . �.. � .... .. '. . .:�:. . � . . . . . . . .'. .' . . �. ,:�. , : � . . . � '. . . .� . . .�. . . .' �. . . . ' ' . : . . .. . . . '. .... ..,�'. . .�... . .. . •, . . . . . . . . . . . .' . . '.' . .' . . . .. . . .. .� . " . . . � � . . . . . ..� .. ' .• . •. .. ... .•. �. : •' . . � ' . . . .�. . . .'. .'.'. . . . . . .' . ' ' ' ' ' ' ' �. •.•:� • . .. ... ....... . � . . . . .. �.�.. .. .� .�: : � : � � . . :.: . . . . . . . . . � . . : . . . .�: :� � . �: :� �:� .� . ......: .�:. . .:� ..: �.. . . . . . �:�:°... . �.� ..:. : .. .: .. � .����� � t : . . � . �.�� . :��.:�.� . . . .. . .: . . �.�. :�::::...... .. . .. . . � .� . ....��� . �.� � ��� � � � . � � �: � .......�.�. �.�. .. . : . .. � . . � . . . . . . � : : �� �: : � . . . . . . . . . . . . . . . . �. .. . . . .� � � .�. � � . . . .:. .: . .... ..... . . ... . .... . . .. . . . _. . : ..�:.. . �`�. � � . ��:�.�� : ��:.. x....:�. . •�. . . �.�.•� . .. .. �. x:.: . . ...� .��—.�.:� .�. �.�. �. . �.. . ::.'� • � .. ...... •� . . . . .. .. . . . . . . .. �... . . . . :� .�. . . .�. . . . . . . �.. � . . . . . . . . . . . . . . . . �� �.� . . � . � .� � .� . . . . .� . �� . : �� . .: �� �.�: .� . �.� . : .. ��.. �:::�. . . . . . �� . .� . : � �..: �...� . . . � .. . . ...... . ��. .. ...�.. .'.�.�. ..V1�� C • .•. .^R . . . .�.. � .�. : .� . � . . . .�_. . . . ...� �... �. . . . . . .��.'. :� . . . .� . . .�:.� : � . ��� �� ��� � .� . : . . � . ��..� : ��� � . :� : � :� � :� . . ... . . . . . � . . .� �. .�� . . . . �. . . .. .. .. .... .��.� �..�� .��� ..: xwwmovwco-wwoosm,00va . aaoaaao-�. .: • ��--T? ta�......^ ..� . . ..... :.���: :�� .� . �. ��. �: { : : �:�� .��. . :� . � . . . ;� : .�. . � �: .� . . . . . .{. . . ��� � .�.�.... < .� � � F' • �'•�• . . ���• , . � . .. . .�. • �. . �. •� • . . .'#. . ..�°°°°°� � . � �°°°°°�: :� . .. ��� . ��.�� .... . . . . ...... .... . .. . � � .�.�.. :.. � . .. .�.:. . ... .�...... � . .. . } � .� . ..�. ... . .•. . ... ...�. : . .. �.•: . �.. .... • : �.. . ... � • . :�. . �.. . . . � . � �799�M9E. �. . . . . � : �.. . .'.� �. �. . �.:. � : . .•..•. �hdBh� .�.•. .. '.. •. .�.'...•.'. . � . . . . ..'�.. ' •�:: .�.' ,..�. '�. :� ?�t ' ' . �B%. . . . . ..' � . �. . . �' • . .� .'�'. . ... �. ...�..� . ..�.. ..�. .{ �. } . . . . . • • • • . -0^P+R-0GC]CGC +^OGP+GGP'-0GT i{ . Y � .�:� .. �.:... :: � �� . . ... ...��. .. �� . . .� . �. .� � � � i . �� . .� . . �.• •. . �. . �•�• � • : : � . � :. � . . .. . ��. "� . . . • '.• . : � . . . � .'..� .M1 � �. ' � . . . •. . . . .��.�..�..:. . . .. . ... '.� .: . .:. .' •.': . . . . .... . . .. :. .. . ... . . ... .. . .. '.' •.'. . ' �`.. . . .. .. , ..... . • . . .• . . . . :• -0°0�'�. .:� � � *.'� � ... . . �.'. �• °. . . .. . . ..••".. :• .. .... � .k . . . . . . . . . . . ... .. � : . . . . .. •.� .' . �.. } . . • • . . � '.�' .' . .. . ' . � . � '... . . . . •. .' ' . . . .. . . •�.�. . . .. � . .� . .... . .�.:. . .�� . .��.�• •. . . � ' '. *. .' . �.' �'. F ..: . ... . . . . .:. . . . . . ' � . .14-0GC � . . .'. ' :..: . . . . . . .:. . . .'.' ' . ... .:�. . . . . .'. . .: �.. :�':.: . . . . . : : ::� : �:::� .:� � .. :' . �. . �• :•� ��' . ... . . .: � ' �. { .'. . . . . .� . . . ... . . . . . .:. .� � . . .. . . . . . � . . . . . . .F :� �. . . .. �.. . . . •70777R. .�. . . . . . .. . .. . . .' .. ..'�. . . . . . .. . .' . .. . .. .. : . . .�. . . . . . . : �.. � '.. . . . .' .� . ��:. . . .� . . . . .aGvat .� . . . . . . .. . ... . ..•.... . . . . .. . . . • . .. . . .. . . �� � . .'..�:�. . . x. �.� . � . . • . . . . • �• '�' .. .. .. . • ..... :'•. . .l ..� . • .• ..•. : ��:,:��. ,: 't . .�'•: . •,� .� ' . . . :� .'. • •.�� . . � . . . . . . .• ' •. .'.�. .'::� . � . . . .•.�':::°'°� ::: , :., �.:.•. .:. � : . . .. . .� � � xawoo- • .� . • .. . . .. � � . . . . . • � .... . ' .'� � � . .��.�. . .� . .• �. . . . .�r.�:.. . .� .�.�.� . . . •� � �. �. .•. .:.�. . �. . . . . �•:: . : • � � • .. ..�. .�..� .:. . �... .. �.. �.: �.�. . :.: . �: : . . . � �. � . . . . . .�� �. . : . : . � . : �� .� : : : :� .��' : �. �� � ,�� �. � : �: �:. .� . .�.� . . . . � � .. �. . . �:��: :�. : �, °����� � . . . . . . �..-0°°°�.. .�. . . . . � � � . . ... .. . .. , ��. . . . . �� .� . . . . .�.�:: . . .. .. . � �.. �. :� . . . ..::�:�. �.� . : . . . .: . . . � � .�.� . . . � .. . ... . �. . .. . ... ....� : � : �. ° :'°°°°a. .� � . : .� .: . �. . : ...... . . . � . . .. . .: . � ���� ....� . �.� . . . . � .. .. . . .. .. ... . . . . .. .. ' . . .. � . � • • • •• � 'RSGOCWPC�-ti+� i�nvmv-xT SGR-0GWTT �+�+G�R . �. � �F9CGO�V . . . . . . . . .. . .. . .�]OGC � ..�. . .. . . . . . �.' �,$.. . . � . . . .. .'. .' .' • . . • . . . . .. "Y... . . . . { . . .�F+F{.': . . �. . . -0�P'-0P' . . .�.'' . . �����:������:.����� ��� � . . . �:�..:�� �:�: � ...... . ��. . ���� : �����.�����.�`� : . . . ....: . . . .. . ..... .. . . � .. . �. . .. ��� � Y� ���'�����.{ � � ��� . ��: :�:.:�. � : ...� �.� :. .�.: . . ......... ... . . . . . . . . . . . . . . . . . � � . :�� :�` � . . . .��. . .. � .� � . . '.. . . . . . . � . ..�•• ' • . . '. . �. � . �. ��• ' . . . . �•• • � :. . � . . . .. ' . . ... . � •• '.'. . � . � . . . . . .. . .:... .... .. . •.� .. . • ....... . � . .' �'. � . .:.�• .. . :�� . � �. ..... .. � .. .� . .• . : . �. . .�. � • . . . � �• � ... � . . �, . � . .. . �. . � �� .. . .�' . {� . � �... . �.�. �7vR��'�Aq( �: .. i .•. . . . .'.'. . � �..� � . a.. . . . y . �.�.',: . ..�..�.. . Y # . . �• • �• •• • ....:y . . � .� ��.•. : .� . . . . . ......... ......................... ........... ................... . . ..... . . ....... . . ... . ............... ......... ..... ......................... ........... ..... ................................................... ............... . ... . ... . . ............................................................................... . . . ....... . ....... ................. ..%%:::.:::::::.%%%::%%%:: h%:::.:::: %:::.:.:::.: . ..... ..... ..:.:.::::::%:.%%%:::: %::::::h:::::::: hh::::%%%::::::::::::%:::::::: %%:: %%%::::%%::::::::::::::h:.%%%::::::::::::::::::::::::::::::%::::::::::::%::%::::%%%::::::::%:::::::::.::::::::::%:::::::: %::%%%:: %%%%::h::%h::%::::::%%%: ................... ................ PARCEL 16PE/16CE D221110025 04/21/2021 08:39 AM Page: 1 of 7 Fee: $43.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE �F CONFIDENTIALlTY RIGHTS: 1F' Y4U ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY QR ALL OF THE FOLLOWING INFORMATION FROM TH1S INSTRUMENT BEFOF2E 1T IS FlLED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER �R YOUR DRIVER'S LIC�'NSE NUMBER. - . GFW Project No. 902�[52 Hanna RancFt C.I.P. SanitarySewer Interceptor Parce(# '[� SSE 904 E ENON AVE SHELBY COUNTY SCHOOI. LAND SURV�Y AE�sfract '[375 Tracfi 33G STATE OF TEXAS � § KNOW AI.L� MEN BY THESE PRESENTS COUNTY �F' TARRANT § i� ` �. .. .... j!%. _' ,. . .,. . . .. CITY 4F FORT WORTH . � c�(�C�/ �� ���.� � / - � S� m _ _ _. . . . .....,.,, SANITARY SEWER EASEMENT �� ..� �ATE: � .. � � � �::;.�- ,.� % GRANTOR: MCM JONES FAMILY INVESTMENTS, LLC �'IK1A MCM JONES FAMILY iNVESTMENTS, LTD. GRANTOR'S MAIL.ING AD�RESS {including Caunty}: 900 E. ENON AVENUE �URT WORTH, TARRANT COUNTY, TX fi61A�0 GRANTEE: CITY O� FORT WORTH GRANTEE'S MAfLING ADDRESS (including County): 200 TEXAS STREET F�RT WORTH, TARRANT COUNTY, TX 761 U2 CONSiDERATION: Ten Doliars ($10.00) and other goad and valuabl� cansideration, the receipt and suffici�ncy af which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly descrik�ed in ihe atiached Exhibits "A�� and ��g�s. Grantor, for the consideration paid to Grantor and other good and va(uable consideratian, hereby gran�s, seIls, and conveys to Granfiee, its successors and assigns, an exelusive, SAN[FARY SEW EF2 EABEMENT Rev.2024Q227 �o��r�. D221110025 perpefival easement far the construcfior�, operation, mainfienance, replacement, upgrade, and repair c�f a Permanent S�wer L.ine Facility, hereafter referred to as "Facility". The Facility includes afl incidental underground and aboveground attachmenis, equipment and appurtenances, inclucling, bufi not Iimited to manhoies, manhoie vents, laferal lin� connectiorts, pipelines, junction boxes in, upon, under and acrass a portion nf the Easement Property and mare fully described in Exhibits "A" and "B" attached hereto and incorporated herein for alE per�inent purposes, tog�ther with the righ# and priuilege at any and all times to enter Easement Praperty, or any part tl�er�af, fc�r the purpose of constructing, aperating, maintainfng, replacing, upgrading, and repairing said Facility. !n no event sl�all Grantor (I) use the Easement Property in any manner which inter�eres in any material way or is inconsistent with the rights granf�d �ereunder, or {II} erecfi or permit to be erected within the Easement Property a permanent strucfiure or building, including, but not Iirriified to, monument sign, pole sign, biClboard, brick or masonry fences or walls or other structures #hat require a building permit. However, Grantor shall be permitted to install and rriaintain a cor�crete, asphalt or gravel driveway, road or parking lot across #he Easement Property. Grantee shall be ob[igated to restore the surFace of the Easement Property at Grantee`s sale cost and expense, inciuding the restorafiion of any sidewalks, driveways, or similar sur�ac� improvements lacated upon or adjacent to ihe Easemer�t Tract whic�t may have b�en removed, r�locafied, altered, damaged, or destroyed as a result of the Grante�'s use of ihe easement grante� hereunder. Provided, however, that Grantee shall not be obligated to restare or replace irrigation systems ar other improvements instalIed in violation af the provisions and intended use of this Easem�nfi. Under Chapter 21, Subchapfier E offhe Texas Property Code, as amended, the Grantor or the Grantor's heirs, successars, or assigns may be enfiitled befare the 'i Qt" anniversary af the date of fihis acquisifiion to repurchase or requesfi certain in�Farmation abou� the use and any actual progress made toward the use for which the Easement Propertywas acquired through eminent domain, and the repurchase price wil) b� the price th� Grantee pays Granfior in this acquisition. TO HAVE AND TO HOLD fihe above-described eas�ment, together with all and singular the rights and appurtenances �hereto in anyway belonging unto Grani�e, and Grantee's successors and assigns forever; and Grantor do�s hereby bind itselfi and its succ�ssor and assigns ta warrant and forever d�fend aIl and singular the sasement unto Grantee, its successor and assigns, against every person whomsoever Iawfully clairriing or to claim the same, or any part ther�of. This document may be executed in multiple counterpar�s, each of which will be deemed an original, but which togefiher will constitufie one instrument. When the contexfi requires, singular nouns and prQnouns include the plural. [SlGNATURES APPEAR ON THE �'OLLOWING PAGE] SANl7ARY SEW ER EASEMENT Rev.20200227 Fo�r� - Page 2 of 7 D221110025 Page 3 of 7 GR,ANTC?R: MCM JOIVES FAMILY INVESTMEN'T5, LLC, a Texas {imited liabilify c4mpany By (Signature): � (Prin# Name, Title) . r� Mana er M �� � , ; By (Signature): _ I c, � � (Print Nam�, Title) Mana er ACKNOWLEDGE�fIENT COUNTY 0��� '�''� �" § BEFORE ME, the undersigned authori , a Not Public in and for the State ofi Texas, on this day personally appearect Mana er of MCM Jon�s Famil Investments LLC , known to me t e fhe same person whose name is subscribed to the foregoing instrumeni, and acknowledged to me that ihe same was ihe act of MCM Jones �am'i[ lnvestments LLC anri fhat fi�e/she execu#ed th� same as the act of said enti for the purpnses and consideration therein expressed and in t�e capaciiy therein stafied. GlV�N �JN�ER MY HAN� AND S�AL. OF OF IC� this the date of % � 2�. �,��p;a aue��, WAUAGE 4.EE HALL dR �---�— � � NOTARY P11844C STAiE �FTE�`S Notary Put�fic in and fnr the fiate of Texas * 1VIY CQMM. aP OyOb/2024 �'rq,�of'�y'P� NOiARY iD 12B297A4-3 ACKNOWI.EDGEMENT STATE OF TEXAS„�- § COUNTY O�' ( w�0'�''� � BEFORE ME, th� undersigned aut�a�ity, a N ry Public 'n nd far the State of Texas, nn this day personally appeared �� Mana er of MCM Jones �amilv Investments, Ll C, k�own� me to be the same persan whose name is subscribed to #�e foregaing instrurnen#, and acknowiedged io me tl�at the same was the act of MCM Jones Fam'il tnvestments LLC and that helshe execufied fhe same as fhe act o# said enti fvr tl�� purpos�s and con�ideration th�rein �xpre�sed and in th� capac'�ty therein �tated. G1VEN UN�ER MY HAND AL OF OFFtCE fl�is the dafie of � f �'� l. ���v Puev� WALLACE LEE WALL JR �* N4iARY PUBL�C STATE QF TEXAS * MY GOMM. EY.P. 02/fl5/2024 y�oF,��,P� �}(}}'ARY Ip 12629744-3 SANITARY SEINER EASEMENT Rev_20200227 � � Natary Public in and for the State of Texas �OR7 WQR'FH. D221110025 ACCEPTE� BY: GRANTEE: City of Forf Worth By (Sigr�a�ure}: � (Print Name) Dana Burghd ff {Title} Assistant City Manager APPROVE� AS TQ FQRM AND LEGAL.)TY By (Signature): {Print Name) �G��i.�'�sc-� �iG� ��c-�� Matt Murray (Title) Assistant City Attorney I� Ordinance No. 2416'i�-04-2Q20 / No M&C ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT � BEFORE ME, the un�ersigned authority, a Notary PubIic in and fflr the State afi Texas, an this day personally appeared Dana Burghdaff � Assistant City Manager of the Cifiy af Fort Warth, known t�a me ta be the same person whpse name is subscribed fio the foregoing instrument, and acknowledged to me �hafi fihe sama was the act of the City of Fart Warth and that he/she executed the same as the act of tl�e Cifiy of Fort Worth for the purposes and consideration therein expressed and in the capaci#y therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFiCE this the date of Ja�t 14, 202]. _,���-��� �i�c�4tF�f .,�........, cf:.�..�.NF? i�i_�, wv i:v r,� rF . t�'.• � ^'. d£31 � `'i:�'if:; !:f SE;rir1S � c:: • �... n ar�i '€.ihl�c;, : y`,��r:q: � � ,, 1:i3•31-:?Ci2� `, .:�;,�;^ i:.:x�_,;cca� E,,'���'�:��'�kk� �pt�Fl� Ir} ?;i�`d�>��a2� rf+e€�atd S,At�1TARY SEWER EASEhAENT Rev. 20200227 Natary Public in and for the State o Texas FORT'�VORTH. Page 4 of 7 D221110025 .■ � � . , i' �, � � ,'� „�. � ,, ( ■ a � � : � � � 1 ', + '" � 1 ! ' � • ', � ;:f • ' R , �: ', � ! ' ." f', '�t � � .: ' • ,� . . r . BE[Nf� a tract ofi land situa�ed in Block 33 of the Shelby County School l.anc� Survey, Absiract No. 1375, Tarranfi Couniy, Texas, and being a parion of a remainder of a tract of land described in instrument to Johnnie Andrew Jones and �vifie, IViary Louise Jones, as recorded under Volume 4548; Page 252, af the De�d Records of Tarran� Couniy, Texas (D.R.T.C.T.), and being more particulariy described by metes and bounds as follows: BEGf�[�E�IVG at the northeast corner ofi a tract or land deseribed in instrument to Mark A. Jones; as recarded under pocument No. D� 9S2&8402, D.R.T.C.T., said poir�� being on . the approxima�e cenierline a� East Enon Avenue �a variable-width right-ofi-way; no dead of record found); THENCE North 89 ��egrees 15 minuies � 1 seconds East, aiong �he nor�h line o� said ,�ones tract �VoL 4548, Pg. 252) and afang the approximate cenier[ine of said East En�n Avenue a distance of 98.36 fiee# to a point for �orrter; THIENCE South 56 degrees 21 min�tes 50 seconds West; over and across said Jones tract (Vol. 4548, Pg. 252) a distance ofi 36.83 feet to a po�n� �or corner; iHENCE South� 89 degre�s 1� minutes i 1 secon�s VVest, continui�g over a�d across said Jon�s tract (Vo1. 4548; Pg. 252) a distanee of 6�.22 feet to a point on the east line of said Jortes trac� {Doc. No. D1982�8402}; 'THENCE Narth 01 degrees 20 minutes 49 seconds 1�lest, aion� the east Iine af said Jones tracf tDr�c. Na. D198268402) a distance of 2Q.OD fee� to the PUINT aF BEGiNNIfV�'a ar�d C4Ni,A,[NIPI� 1,656 square fiee� Qr �.�}380 of an acre of fand, more or less.. No�es: 1. Bearings are based on the Texas S�ate Plane Coordinaie System, Nor�h Central Zone {4202), Nor�h American Qatum 1983 (2011). 2. Ti�is survey was compfeted without the benefit of a current titie po{icy or commitment. There may be a�ditiona[ easements ar�d/or rights-of-way that affect this prap�rty #hat Huitt-Zo�lars, Inc. has nc�t been advised o�. 3. An exhibit map Qf even survey date herewiTh accotr�panies this [ega� descriptian. PARCEL�B--PSSE � Qk � Page 5 of 7 D221110025 Page 6 of 7 1 certify ti�at ihis survey was perfarmed on the grn�nd under my supervision. ,��� � �'` � _. �.�;. * , . Matthew T. Go�iiewski . Registered Prafessional Lar�d Surveyor Texas Regis#rafiian No. 6817 HUl�-ZO�ial'S, Il�G. Firm Regis�ratfon No. 10Q2�600 � �17 McKinney Ave., Suit� 1400 Dallas, Texas 75202 Daie: January 10, 202� � � �?: 'Q` , �o �,,cs�� � _ ............. ..........:....� i�rnrn�r�w r. �o�rl�ws�e ..� : q�..6817 � P ;���� OF� t� .= ��� �u�t����� PARGEL 16 - PSSE 2 of 2 D221110025 =p<¢�r z__ � ,. � � V! �U_ � o=,�y� O ' F"�E�O �JCiQF- � F y � �..r T�* � �c OK��~O v�ua��..o �cox'=' <`'arD�� ��~E�¢ cz u �- �"' ;n u CauZsti.��,.g � � � � F ���F m���UZ ''_�z�v�i�m rdvu<s w 6 D w� �� �� L X �> t7J �:: � O �" � z �: o� Ze � L U� �< � � �c ¢ �=' .,.�.,.�.d.Q L8SZSZ£ �.�C� '�OQ o�a�t -��n�vy:+v v�nr � �� n E- N u: - ci c�r Q � � ��� ¢ C1 � J L� ¢ ti ' � � ...._ ._...,_(S'j — — �� , � � � � �ofl Cr3 Cl � z � � m v U � � '� o � •� � �3 � E��� cti � Y �' �}N'� Z � � � } J � �' ^. W � �] �aQO � � . — .�.. � � � �3 � � � � � i p„ �t � � � � V - � N � � u '� � � Q 5Zl�"� � a O ���� ���� q ci t4 0 h1 LJ r � € u� �� � � t7 � �r» i 1 � � I �— O � N �.r� � � � U3 i� � ! � �V'? fV ��� � � Q � ��� ..rOq OLrriH'; �«�o ¢Uc�vr u e� T y. � Q. u.i4C�� ��� m k � — — � au z i�� N O � � f � � e" �j N°�F a�-�� ¢¢'�cs ��a � � 7 s� a � j � f U � 0 1 Q1 I iJ O � U„ C� I ' O n � C� � � Dz � a �s �.Z �r� Z;F ?- �z ; � a�Q � �n m � C? ° ' F� � �-m � Q ��?� � p�cr- �� ac�0 a�U � � �O � � � � N � � � zC� � � � 1 � .7 � Zi G � � �... �... �. .7 i�� � _ .....� SC9B90£OZ�R '�dQ ObZ '`Jd '6£8Z "10/� :�.o�s;.� noad�s'��U�n I �voiiw��nssy QN`✓! 10�S S'd'IJf1QQ Slf�ldtl� � hiil�t3UL3� Ntlln[�f3I� j �i-�-i•�I'd'Q � � I s�seszsizaN-oae r .1..1.4�5 'Y NOLI�'NS � a � c „��,� � '��]M L�N'd.!....� O�S 'a YNti/L�� � � oo � � � � 7. o u�� `y �- z-e+ � 9N � � C7 � � �� z a W � � iL y,j Lr w j�� p Z a� � z z F � �� I' 4' Y� �'"� C? V C [n tn �"�� u�-� �'_ �'d'O � � tn � z c c � � _ o�:saos�za�'�oa � ° � -� �� � o o � �� z �,�rr�as-�xoa ��Q U mW ���o�'�o w�� v� a� -��k�<o� �jy�� FZ � �. � zG�2 �II � U �W :sl�Q cU�r, t.".. - - ly W C cn �., V Z. �. V1W a � , �� z Q�� � U tl C t\C3 a �� v N E ,�,�.�.�.�.� I o c� ��', z w ��• O O 0 oe c� � � � � w� C� tL � tL v� 08.. 0 rGC�� �0� . ( e_'.. � „�„� � c' � � If `?v �a nQ� ) � V _..... � 0 fl � c 0 z w � ¢ � � H W < e -z r� L•. � �� U� u �' ��� aQs� ues c�n��3 O � � � � Q � � �' w�cjC7 ��� �� Page 7 of 7 < SL � y Z N � ::J Q Cn C7 W C � v� r � � d � � � < e O y � � ?- p 'Ve' �y� N z4�¢ o � m E ? � l.I�,�E n�. 0 o to L*1 < � Z � O "' 'p �t�� � va ? ,:, � tu �� � � < E C w .,� o m �p.� O H"- Z w w �w t� w �'o� ���aM¢ u^ u�i�no"�� �r°���� FQT oo�az mF..,�p��0 X� � Q�"d� u.s¢U c�'�dz l--� L�uJEY Z �����-a- � � �M� � � U � r Q � J � � N ti :n ti m �s, � � h r � ��� m '�T� �N � ��� ti i � g U � F,,,, C`� G C N� N U � � t0 p ��o p � �-�- Nti u .� ^ � i p � � :�: � '4'�''� ; e�'e� ; � �d ��4 : � : �A�� � ���; � Vi I�;� �E�t�j '�& '�� �P� ��: �•:�: ,� � z � O � > � � z Q 08 ��� a�o ��o �� � z �°� � +�' C � ��u' �- :n. � Qt�iru �c�- � � w � � � � U Q � y i F � W 3 � CL U 3 � � r� C C � h 0 � M c= O M �. > � � c D221110026 04/21/2021 08:39 AM Page: 1 of 7 Fee: $43.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records• -���,� , MARY LOUISE NICHOLSON . : ,. COUNTY CLERK IVOTICE OF CONFIDEIVTIALITY RIGHTS: 1F YOU ARE A NATURAL PERSQN, YOU MAY REMOVE OR STRIKE ANY QR ALL OF THE FOLLOWING INFORMATION FR�M THIS INSTRUMENT BEFORE IT !S FILED FOR RECORD 1N THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMB�R 4R YOUR DRIVER'S LICENSE NUMBER. CFW PrQject No. 102'[52 Hanna Ranch C.1.P, Sanitery Sewer [nterceptor Parce[# '[ 6 TGE 904 E ENON AVE " SHELBY COUNTY SCHOOL LAN� SURVEY Af�s#racfi 137� Tract 33G STATE OF TEXAS COUNTY OF TARRANT c � KN�W ALL MEN BY THESE PRESENTS , . � ; �: , , ,. r ,, . . : � ':, 4'?; a C[TY OF FORT W�RTH w`:� fp(�l�r� / Y� o�G� ��'/-Csi� . . ... . . _.. . TEMPORARY CONSTRUCTION EASEMENT ' �-�1"�' DATE: ._� ' ,!A C - 7 _ �,,.:. r� <� � :�-,/ GRANTOR: MCM JONES F'AMILY iNVESTMENTS, LLC F/K/A MCM JONES FAMILY INVESTMENTS, LTD. GRANTOR'S MAILING ADDRESS (including County): 900 E. ENQN AVENUE F�RT WORTH, TARRANT C�UNTY, TX 76'i 40 GRANTEE: CIN OF FORT WORTH GRANTEE'S MAILING A��RESS (including Caunty): 2U8 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76'1Q2 CONSIDERATION: Ten �ollars ($10.00) and oiher good and valuable consideration, fihe r�ceipt and sufficiency of wh�ch is hereby acknowledg�d. EASEMENT PROPERTY: BEING more particular[y ttescribed in ihe attached Exhibits «A': and «By,. Grantar, for the consideratian paid to Grantor, do�s hereby grant, barg�in and convey unto Grantee, iis successors and assigns, the use and passage in, over, and across, below and Temparary Ganstrucfion Easemeni Rev.2Q19i2i0 Fo�r�voRr�. D221110026 Page 2 of 7 a[ong the Easement Properfiy situated in Tarrant County, Texas, as described and de�icted in accordance with Exhibits "A" and "B", attached hereto and made a part hereof, and ingress and egress over Grantor's property to ti�e Eassment Property. It is further agreed and understnnd that Grantee wiil be p�rmitted tl�e use of said Easement Property for the purpose o�' constructing sanitary sewer improvemants. Upon campletion af improvements and its acceptance by Gran�ee, alf righfis grant�d within the described Temparary Construction Easement shall cease. TO HAVE AN� TO H�LD the above described Easernent Property, �ogefiher with, ali and singular, fhe righis and appurtenances thereto in anyway belonging unto Grantee, and Granfiee's successors and assigns until the completion of construction and acceptance by Grantee. Grantar hereby bind themselves, their heirs, successors, and assigns, to warrant a�d defend, alI and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or fo claim the same, or any part thereof. This document may be execufied in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plura�. [SIGNATURES APPEAR ON THE FOi.LOWiNG PAGEJ Temporary Construction Easement Rev. 20191210 �'a��r� �. D221110026 Page 3 of 7 _ GRANTE)R: MCM JONES �AM1LY INVESTMENTS, L.LC, a T�xas limited liab�lif�r company By (Signature): a� r�•� � � (Prin� Name, Title) ,,,,��� � � • �„�„�.��-�ra _nager �. � By (Signature): ' � ���e.� (Prini Name, Title) C [:i �� Mana er ACKNOWLEDGEMENT STATE OF TEXAS �— § COUNTY O� � a�'�'� � BEFORE ME, fihe u�dersigned authority, a N tary Public in and for the Siate of Texas, on this day persona�ly appeared_ � Mana er of MCM Janes Famil Investments LLC , kr�own to me be the sarne persan whose name is subscribed to the fnregoing instrument, and �cknowfedged �o rr;e that the same was the act of MCM .1bi�L5 F�fl'31I lnvestments LLC and fhat �i�e/she executed the same as the act o# said �nti for the purposes and consideration therein expressed ancf in t�e capacity fiherein stafied. �IVEN UNDER MY HAND AND SEAL OF O��ICE this the da of -� i':?-� �- �,�pg,Y PUgG�, WALIAC� L�E NALL JR ,� * NOTARY PUBLIC STATE OF TEXAS MY COMM, EXP. 02/05/2Q24 ���'�a���Py NO'CA�tY Ip 12629744-3 ���- �_ _ Notary Public in and fo ihe State of Texas ACKNOWL.EDGEMENT STATE OF TEXA= $ COIJNTY OF �f � � � , a N�kary Pubiic i�d for the State of Texas, Y P _ �---- -- Jones �amif [nvestments LLC , known o rne ta be #he sam�- person whose name is subscribed io fih� #oregoing ir�s�rum�nt, and acknawledged to me that the same was the act of MCM .lones Farnilv Investments. L�C and that he/she executed tt�e same as the act of said enti for the purposes and �onsideration therein expressed and in the �apacity therein sfi�fied, GIVEN UNDER MY HAND AN� SEAL OF O�FfCE this ihe date of ��Z� - .a� .�--� �.�¢pv rue�, WALLACE iE� I�ALL ,i R Q--- � �* N�TACi`( PUBI.lC STATE OFTEXAS Natary Public in and for the tate of Texas BEFORE ME, the on #his da ersonally ap * MY COMM. IXP. 02J05/2024 �9��F.�1�Q'y NOTARY !D 12628744-3 Rev. 207 91210 �ORT�. D221110026 ACCEPTED BY: GRANTEE: City of Fort Warih By (Signature): (Print Name) Dana Burghdo� (Title) Assistant Gty Manager APPR�VED AS TO FORM AND L.EGALITY �/��`�.�z� ��c�c�� By (Signatur�): (Print Name} Ma�t Murray (Title) Assistant City Aitorney 11 Ordinance No. 24161 M04�-2020 / No M&G ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT � BEFORE ME, t�e undersigned authority, a Notary Pubiic in and fc�r the State of Texas, on this day personafly appeared Dana Burghdoff , Assistant City Manager of the City of Fort Worth, known tfl me fio be . the same person whase narr�e is s�bscribed to #he foregoing insirument, ar�d acknowledged to me that the same was fihe act of the City of �ort Wor�h and that he/she execu�ed fihe same as the act of fihe City of Fort Worth for the purpases anc[ considerafiion therein expressed and in the capacity iherein stated. GIVEN UN�ER MY HAND AND SEAL O� OFFICE this the date af �an 14, 2021 �������:E�is°/f, ::1::;_2:::��%`p ;j ,.x.. .�. '>'y� �!.`��� "�01�,4f"y i-'��i11iC, SP �iE :;f lE?si:l!'s �.!'i>�`�"'j Cnn^rT'. i�.xpErgS v3-Fi-„Cl24 =4� b *� n `(��pflflSfEl�` ��Ci���'" !� Id��{�1���� Tempowary Cortstruction Easernent Rev. 2p199270 otary Public in and far the State of Texas Fo�r wdRTH. Page 4 of 7 � ...: , ,.:.: D221110026 w x � � � . ,� � , �,� � y�. y�.�� '��.: � . ri r�:wi�, A r 1s j�� \1 '11� � '� , f � f , F � � .. � � � � � � �. �.� � . ��. j i ,. �' • � � ,�,, ,� , � , � � � � Y�...i � i, B�ihNG a iract �� land si�uaied i� Block 33 0� the SheCby C�c�n�.° �ck��o! Land Sunrey: e4bst�act N�. '� 3��, Tarra�t �c�unty, Texas, and bein� a Portion of a remair�der t�f a�rac� af Jand describ�d in �ns€rument to .1�hnr�ie Ar�drew Jones and �ri�e; li�ary Lt�uise ,lpnes, as recorded under Vofume 4548, Page 252, of fi�� ��e� Recartls of Tarranfi Gc�unfiy, Texas (D.R.T.C.�.}; and beirag mor� �articular[y descri��d b��r metes and bound� as follaws: ��G[�t�IN� a# th� r�c�rtl�east comer of a tr�cfi of iand desc��b�c� ir� ir�s�r�arr�ent �a M!ark P�. Jones, as recorded ur�der pocument Nc�. D1982�8402, L.R.T.C.�.; said poin� being on the �ppro��mate cent�rline �� ��st Enon Ave�ue (a ti�ariable-�idth ric�ht-of-way; r�o deed o� record fa�r�d); TH�N�I� No�fih �9 deg�ee� 15 rnir��ates �'1 secc�nds Eas�, alang tF�� narth line of saic� Jories t�ac� (Vol. ����; P�. 25�) ana6 alvnc� #he a�pro��rnate cer��e�[ir�e o�� said East E�aar� Av�nue a dis�ance �f 112.3a fe�t to a�oEr�� f�r comer; �'�l�N�� Soutf� Q� degrees �� minutes 36 seconds Ea�t, a�er ar�d across said Jan�s trac� ��108. 4548, Pg. 252) a�istance of 43.�5 fi�et ta a pc��reet far c��me�; T�i��I�E S�uth �° degrees 4� minutzs 2� seconds t�+'es�, �c�n�ic�€�ing av�r and a�r�ss s�id Jor�es �r�ct �I�I. 4548, Pg. 252) a distanGe af �8.�6 feet ta a poin� �ar c�r�er: �'�i�t��l� So��th 88 degrees �5 rninute� 12 sscc��ds l�fes�, c�ant��uang o�er and ac�oss said ,�c���s tracf �Ur�i. 4�48, P�. �52} a disfance �f �1.2G feet t� a�aair�t f�r COf�I{af; �'HE6��� �o�r�h 88 degree� 35 minutes �9 seconds'+iU'esfi, �o�ti��ing o�+er and across said Jon�s trac� ��ol. ��48, Pg. 252) a distance nfi '4.�� fic�et ta a pa€nt �n the eas� lin� o� said ,�ones firact (Doc. �lo. C�'198�6�402�; TH��t�� �V�arfih 0'i degr�es 2�1 m�riuies 49 �econd� �tt'�s�, al�rtg �he easfi li��: ca� sai� ,�or��s tract (Doc_ N�. D1982�i8�F42� a distartce c�f 43.41 f�ef �Q t�� ��Ih�T Q�� ���IRl�ttht� a�� ���T'�AI�IIN� 4,86�' squa��: feet Q� �.'�'i'4�' of ar� ac�e c�� la��i, mc��'e c�� iess. � ��a�c�� �� — rc� � o� a Page 5 of 7 , ,, . . ... :. . D221110026 Page 6 of 7 "I. Bearings are �ased on the Texas State Plane Goordinate System, North Cen�ral Zone (4202}, Nor�h American Da#um 1983 (2Q11 �. 2. This survey was complete� without the �enefit ai a current titls policy or commitment. There may be addiiionai easements andfor ri�hts-vf-�rvay fihai affect this property fihat Nuitt-Zollars, lr�c. has not been advised o#. 3. An exhi�it map of even survey da�e herer�ith accpmpanies this legal description. 1 certi�fy that t�is survey was pe�formed on �he ground under my su�ervisio�t. :� �;. , Nfatthew T. Godlewski Registered Professional Land Surveyor Texas Registration No. 68'1? Huitt-Zollars, [nc. Firm Regisiraiion No. 1 �02afi�0 1717 McKinney Ave., 5uite 1400 Dallas, Texas i52�2 Date: Decem�er 3'[, 2419 � h: ��'`" �. �a 'Y"�� i�uirn��w �.��o�i���s���: ..... . ....... .. �?......... �. :; 0 6817 r• ;:. �� C •Po� �, � . Q. � ��° stlR���' PAR��L 16 — TCE 2of2 � , .. ,. D221110026 EIJ !� -1 f-- (� F-���- � u F � iO��� raQ � �;f � � � � T � � ��� gW�t��t� V?�a�� dV�fl�> .?� �-Z$� ¢ a � ,� >Q�sn`°�uWi ���z�m rn��`��Jp ur � u.t � iwOQ�i�''i.¢ rd]VLLiQT �. ■ ,s�s t ,. _. N � �� �-��-�-o � a��', LSBZBZE t�Q# '�OQ Oi'Jl11f'1 i�flAltRN NVR�' �� ���- � c� y �- z si G� Z a� �� 6< a~ 49 aa 62 {i� � —f37 Z � Q � ..� � J � _ � �r v � � � � d � � �� � � �'" � � � C' E'- � � � � � '� F- r�n� � �Qo ¢ � �� � �; �n� ��U ��� ��a �g,j� $ �°,� e � � (j� z W �� t13 �."' Q ^ EU ��� � u �F � oQ � W � `"'�' �. � C Q N V ti � ¢ O �L ao T �C��'�f'O ¢ �a [7 Q e���.' ��c� ¢��r �� � � � � � S � � u Sc cu � � � T S� L:i � Y ! � � ��� I ��c5~ f U LL'�$t; 2}�a l ���o € � m � � � ��� � � I � W z I ��� �W 'V ���: � ��a� w0��,; � ���t� � � Ut�Q� cz � 1. :� � a � � � � N � � � � � � q�p CV �� � rz � 00 �? �� � L3 d � i �... t3f O z t��C � M c.t Z � � �� �r ��� Z Z � � N V � � � � � � Q �� � o o p� m �" � �xfL Z � ��° _�.�.�.a,�,� SL9890£UZC[� �O� 1.L��S 1C�i Na2ib'HS `3�IM a��r �o�s s��noa ��va� .�.�.�., `.�.� 91£88Z£lZp#'�dfl .tt.o�s �H woad�s '3�GR+S �NK J10�S 'O X�ft�l� F "l �'i"�f'd'Q � c��bBD68tZCt#��{70 � � �i 'n��e -� xoa � � ��Q— I '1'�'1'2i'd'O [ a��?99CfS1;C171'aC}Ll t ki 'PfV�9 AQ�! � I�AII11�11�� � c� � B � a : V ra ; a � � �� f � � Q L] p � r�l � I.� ; � �C W � ci � �.,.a } '1'3'1'23'fl 'a ^ OtrZ ��Jii 8£8Z �lQ/� � y NOltb'[�aSS`d � � � �lalii�W33 fJb1�Vk��A� � � � �' � � � � � O � � � F � � � �� � U: G c�i � � � � � �, � t3J � i! W � � a � � �p Z �� �z���� � � � � �� � � � � �� x � � L�� �Qc'`�`o i � �� � Page 7 of 7 � � �`'w��o � � 4 c�5 � ' �d � � � � U � �s =zxq��'a u��v�id� c OO! � � �w� � � � a. c� c,� - - 0 � � O w� tr. � ¢> �� r� w � � �� �� � r� �n r �- r� �� r- � vs _r N � v Z y tA Op�� ���U �-cQE- � n a-�aci u,�ud pg� .� °tl A � z � � 0 � � � � � �n � O� � u�i 'f' ��� y ���^ e '� �C� `>e� ��� �C� T J � t•4- F�- O u� ��� o M r.. ��� � 3 � Z Q s � � o�� y � � ��� � Z � !!.I G v�: � a F � �" � w m a � � 7 c p��� � �(/�-��' � � � � O � S11 j � ��U�uti 2�Q�T� � � ¢ U ��p��~ a�1JJ,�,"„�""Fi' ��U��Qz ma�Qa�q U w�F-O���- �w'�-=�wz ������ � -t � W g Q m � � � � d � � � ��� � �� VI � X 3�Si C� S N ` �,j � F- C�s c� ��? � IbU �� og�`r �� � w� •� m � 6 � PARCEL 17PE/17CE D221112075 04/22/2021 11:32 AM Page: 1 of 8 Fee: $47.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: !F YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWlNG INFORMATION FROM TH1S INSTRUMENT BEF�R� IT IS FILED FOR RECORD IfV THE PUBL.lC RECORDS: YOUR SOCIAL SECURlTY NUMBER OR YOUR flRIVER'S LICENSE NUMBER. CFW Project No. 102152 Hanna Ranch C.I.P. Sanitary Sewer Interce�tor Parcel# 17 SSE 90�4 E ENON AVE SHELBY C�UNTY SCHO�L LAND SURVEY Abstract 1375 Tract 33G1 STATE OF TEXAS COUNTY OF TARRANT DATE § § KNQW AL�. MEN BY THESE PRESENTS § . -j„s. .. . ., '��„.Z . p. . . ., . ���5 3 - �[�G�;�/���a�.��% l LS'� CITY OF FORT WORTH SANITARY SEWER EASEMENT A f!.: �.�.�..__ � , f�l _� _ , �` ,_ GRANTOR: MARK A. JONES, MARCI �. JONES AND MCM JONES FAMILY INVESTMENTS, LLG GRANTOR'S MAILING ADDRESS (including County): 900 E. ENON AVENUE FORT WQRTH, TARRANT COUNTY, TX 7F140 GRANTEE: C1TY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTN, TARRANT GOUNTY, TX 7fi1U2 CONSfDERATION: Ten Dollars {$1Q.a0) and other gc�od and valuable considera�ion, the receipt and sufficiency of which is ��r�by ac}cnow[edged. EASEMENT PROPERTY: BEING more particutarly described in ihe attachett Exhibiis ��A�� and ��8��. Grantor, for the consideration paid to Grantor and other goad and valuable consideratian, hereby grants, sells, and conveys to Grantee, its successors and assigns, an excl�sive, SANITARY SEWER EASEMEf�T Rev. 20204227 Fo�_,,,,�rH. D221112075 perpefival easement for the constructian, aperation, maintenance, replacement, upgra�e, and repair of a Permanent Sewer Line Facility, hereafter referred to as "F'acility". The �'acility includes all incidental underground and abaveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole venfis, lateral lin� connections, pipelines, junction boxes in, upon, under and across a portion of the Easement Property and more fully described in Exhibits "A" and "B" aftach�d h�reto and incorporated herein far ali per�inen� purpases, together with the right and privilege at any and all fi[mes to enfier Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Faciiity. In no event shall Grantar (I) use �he Easement Property in any manner which interFeres in any material way or is inconsistent with tl�e rights granted hereunder, ar (I1) erect or permit to be erected within the Easemen� Property a permanent structure c�r building, includingr �U� 110t limited #o, monument sign, pole sigr�, billboard, brick or masonry fences ar wafls or ather structures that require a building perrn[t. Hawever, Grantor shall be permitfied ta instal) and maintain a cancrete, asphalt or grave! driveway, road or parking lot across the Easement Property. Grant�e sha[I be obligated to restore the surFace af the Easemeni Praperty at Grantee's sole cost and expense, including the restoratian of any sidewaiks, driveways, or sim[lar surface improvements located �pon or adjacertt to fi�e Easemer�t Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of fhe easement granted hereur�der. Prav�ded, however, i�at Grantee shall nat be obligated to restore or replace irrigation systems or other impravements installed in violation of �he prflvisions and infiended use af this Easement. Under Chapter 21, Subchapter E af the Texas Property Cade, as amended, the Grantar ar the Grantor's heirs, successors, or assigns may be entitied before the 10t'' anniversary of the date of this acquisi�ian to repurchase ar request certain information about the use and any acfival progress made toward the use forwhieh the Easement Property was acquired #hrough eminent domain, and the repurchase price wiil be the price the Grantee pays Grantor in fihis acquisition. TO HAVE AND TO HOL� the abav�-describ�d easement, together wi�h all and singular the rights and appurtenances thereto in anyway belonging ur�to Grantee, and Granfiee's successors and assigns forever; and Grantor daes l�ereby bind itself and its successor and assigns to warrant and farever defend all and singular tl�e easement unta Grantee, its successor and assigns, against every person whomsoever iawfully claiming or to claim the same, c�r any part fihereof. This document may be executed in muliiple counterparts, each of which will be deemed an original, �ut which tagether will constitute one instrument. Wher� the context requires, singular nouns and pronouns inc�ude the �lura�. �SIGNATURES APPEAR ON THE FOLLOWING PAGE] SAIVITARY SEWER EASEMENT Rev. 20200227 Fo_„�a� x. Page 2 of 8 D221112075 GRANTOR: MARK A. JONES By: �`Z �,�..�� C'� 5 -�.�:.� - - - Mark A. JQnss� MARCI �. J�NES �� ^ By: � ��� ���'t �-�- �..- � `�,. }�:.`,��� Marci �. Janes MCM .IONES FAMILY 1NVESTMENTS, LI�C, a Texas limited liability company By: %�� `,e. G�c��. __.» Mark A. Jo s, Manager gy: ' � c� , Cindy L. Russel Manager ACKNOWLE�GEMENT STATE OF TEXAS ,�'�, § COUNTY OF �_—��.�,�,:�,�._.�...-i'� § BEFORE ME, the undersigned authority, a Notary Public in and far the Sfiate af Texas, on this day personally appeared Mark A. Jones, Manaqer of MCM Janes Familv Investments, L�.0 , known io me ta be the same person wh�se name is subscribed to the fc�regoing instrument, and acknowledged to me that the same was the act of Mark A. Janes, individuallv. and MCM Jones Famil Investments �.�.0 and thafi he/she ex�cuted tl�e same as t�e act af said individual and limited liahilitv companv for the purposes and considerafiion therein expressed and in the capacity tl�erein stated. GIVEN UNDER MY HAND AN� SEAL OF Q.F��'ICE this the date of�� � r ��=�`=%� �� `�\ ,� ��,�'� _._-i ,� , - , � �.,,, �... - � �: �� r �::,:�,,•� ��-'�....� , . _ --- �YPV� LAV�NNE 5• �C��TH Notary Pu, lic in antl forthe State of Texas o� *�o�ry public, State crf 7exas x� * Comm. Expites 03-31-2024 ���� 1VotarY10737793-8 SANITAi2Y SEWER EASEMENT F�RTw�RTH• Rev. 20200227 �� Page 3 of 8 D221112075 ACKNOWLE�GEMENT STATE UF TEXAS -r? - § COUNTY O�' ��'�-"-� § BEFORE ME, the undersigned authority, a Notary Pubiic in and for fihe StatE of Texas, on �his day personally appeared Marci �. Janes, known io rne to be t�e same person whase name is subscribed to the foregoing instrument, and acknawledged �o me that the same was the act of Marci D. ,Iones and that helshe executed t�e same as t�e act of said inc{ividual far the p�rposes and co�sideration therein expresseti and in the capacifiy fiherein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of ��� ���-/. ,;.... � � � - � ; ` ��-=-✓' ' �-----����� � . .�- ��.--- Ndta Pub�ic i and for fhe State of Texas o�PRYA�e tAVONNE S. KEIT�4 �* Notary Public. State of Texas � ,��P�, Comm. Exp'sres 03-31-2U�4 4�Fon�' NotaryfD737793-8 ACKNOWLEDGEMENT STATE OF TEXAS , § COUNTY OF �-=�%ti E.� �:._.�..- � BEF4RE ME, the undersigned authority, a Notary Public in and for fhe State of Texas, on ihis day persanally appeared Cind L. Russell Mana er of MCM Jones Famil Invesfiments LLC, known �o me to be the same persan whose name is subscribed to the foregoing insirument, and acknowledged to me that the same was the act of MCM Jones Familv Inuestments, LLC and that he/she execufied the same as the act of said limited liabi„�li� com�any for the purposes and consideration therein expressed and in the capacity t�erein sfiated. GIVEN UN�ER MY HAND AN� SEAL OF OFFiCE this the date;of �-�:� �'� '��`='�=�f l % ' i `; - � , ,��� � , , � ' �� �: t. ._..,� f � :'��£.,-�� ��i Notary Put�lic in and for �he State of T xe as ���,, ��i-�� � �� P� �Av � N bt4c, State Q� %�as . e d �1otaN 3a-Lt}Z� * " Com�. �Pires Q�" s����s`0 �yntarV 1� 73779�-� SANITARY SEWEF2 EASEiNENT Rev. 20200227 Fo�"„ �t� x. Page 4 of 8 D221112075 ACCEPTED BY: GRANTEE: City of Fort Worth By (Signature): {Print Name) �ana Burgh ff {Title) Assistant City Manager APPROVED AS TO �ORM AN� LEGALITY ���� ���� By (Signat�re}: (Prinfi Name) Matt Murray (Title} Assistani City Attorney 11 Ordinance Na. 24161-�4-202� / No M&C STATE OF TEXAS § COUNTY OF TARRANT § ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the Stat� of T�xas, on this day personally appeared Dana Burghdoff , Assistant City Manager of the City af �orC Worth, known to me to be the same person whose name is subscribed to the foregoing instr�menfi, and acknawledged to me fihat the same was tI�e act af �he City of �ort Wart�► and that he/she executed the same as the act of the Ciiy of Fort Worth for t1�e purposes and consideration therein expressed and in fihe capacifiy fiherein sfiated. GIVEN UNDER MY HAND AND SEAL OF OFF[CE this the date of ��� 21, 2021 �14!€1dF/ RZ�ZZt�7Et t�? ,F��tc�l� ,=F: ..ey�E (� � -. .« �.. �GiiI�I.(✓��Z.?:° vG3�i�Y�-'4 �'..:.Ai.EIi1`� �_ [,*„ n otary Pubfc in and %r ��e State nf Texas s�x�_l. !J ii�C.i� .)I���i:.��j !\i�.� -r, r�;,••`�:�k';'� 'AFIj �i:i F:i.`;\.. •%"t�� t%N.j-'_'35 ��r€ii�+`� ,�� t r E_�' f �.,�.«�..�.�,� 1 t :.. .. 1` �. :.. R. s 'r v . . . '`P .%'�' ,* [ ', , ..,�+ M :�C?lGr: ;t , l,!;. � .:, 7 ? C: )t �..' C3.- 'e�,e'*�,;. . ' ;.n�.;j3"'�i1.��e' :.il;Y�iti t'XiJI;'(?�i "�'Tr ., ' ������tIf�E1tE�¢l� s�f)�:if'`i 3� �.��`aF.��`�� SANITARY SEWER EASEMENT Rev. 20200227 FOa� �. Page 5 of 8 D221112075 EXHIBIT "A" LAND �ESCRIPTI4N PARCEL 7l -- PSSE 2Q' PERMANENT SAN�TARY SEWER EASEMENT OUT OF A'I.00-ACRE TRACT OF LAND SITUATED IN B�OCK 33 OF THE SHELBY COUNTY SCHQOL LAND SURVEY, ABSTRACT N�. 1375, TARRANT COUNTY, TEXAS BEfNG a tract of land situated in Block 33 of the Shelby County Schaol Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion of a called 1.00-acre tract of [and descrihed in instrumenf to Mark A. Jones, as recorded under pocument No. D998268402 of the Deed Records of Tarrant Cautzty, Texas (D.R.T.C.T.), and being more par�icularly descr�bed by metes and bounds as fol[ows: BEGINNING a� the nartheast corner of said Jones tract, said pvint being on the ap�aroximate cen�erfine of East Enon Avenue (a variab[e-width right-of way; r�o deed of record found); THENCE South Q1 degrees 20 minuies 49 seconds East, alvng fi�e east line of said Jones #ract a distance of 20.003 feei to a paint for corner; TNENGE South 89 degrees 15 minutes 1�E seconds �IVest, over and across said Jones tract a distance Qf 170.80 feet ta a poi�t for corner nn fihe east [ine of a tract of land described in instrument to Everman Cemetery Assoc'ra#ion, as recarded under Volume 2838, Page 240, D.R.T.C.T.; THENCE Norih 01 degrees 20 minutes 49 seconds West, along the eas# line of said Everman Cemetery Association tract, a dis�kance af 20.00 feet to a point on the approxima#e centerline of sa[d East Enon Avenue; THENGE North 89 degrees 'f 5 minutes '(1 seconds East, alang the north line of said Jones firac# and along the approximate cen�erline of said Eas� Enan Avenue a distance o�F 170.80 feet to �he P�71NT OF BEGINN�NG and C�NTAlNING ar 3,416 square feet or 0.�784 af an acre af land, more or less. Notes: '�. Bearings are based on the Texas Sfate Plane Caordinate System, North Cenfral Zone (4202), North American Dat�m 1983 (2011). 2. This survey was completed withnufi the benefit af a current title po�icy or commi�ment. There may be additiona� easements and/or rights-of-way that affect fihis property that Huitt-Zoilars, Inc. has not been advised of. 3. An exhibit map af even survey dafie �ere�nrith accompanies ihis �ega( description. PARCEL 17 — PSSE 1 of 2 Page 6 of 8 D221112075 Page 7 of 8 . 1 ceriify t�at this survey was perFormed on the ground under my supervision. ;�� � � Matthew T. Godlewski Registered Professional Land Surveyor Texas Registratior� No. 6817 Huitt-Zo[lars, lnc. Firm Registration No. '� 0025600 �717 McKinney Ave., Suite 140� Dallas, Texas 75202 Date: January 9, 202D l� -`,' Q,�' � �a : wi1�� �..�' � ..� MATiHEYV �T � C,C101.EW5Ki '�� �.A...6817 ��.�.'� � su PARCEL 17 - PSS� 2 of 2 D221112075 f.) U3 �' -t F- F � � F z � � i3 F' �Q �- it � 0 0¢ J 3 d Fc7.`t�0 j� � N y � LL �Fmti�� WK F � � � � � O��LXyO �1�- � VjCO�u�a O� ¢�io0.> aa �Q�Q�Q �GQ F a2 ai� �a���u na � �zrm-„�� — — � z vsz�,��y �� r=-mc�i„�¢s ¢_ F � m°od~ �m� �,,,^ � �' � Q � � m ¢ O _ � W � _ — � �� � � GC n W: H tL r U � � a a-F I.0 aoa � �R � I a V� N � ¢ Z t Q � � � � � � � w "r Q � C1 3� � ��asj w�U,ri� W o>-arz � Q Q J � �^ w�Q 0. Z �w�' > � Q� � � � Q �j �ry Lu 1-^ � � p � � � � za � � �z I � j'�"� ' O Q � (} � o Z t� C Q LU �-- O w ��.,I�w �m �N ��o �'W� O awh� G�i.qC«1a�o -- — zzN,L) s-i� d ul �- 3-: p a �1' C7 ; ���Ly NaMC7 Q �' C7 �, a � a ao '�' °O C� Ojtia O ); � m� C� ��� � ty#; � �m � IJ.1 2 O N Ci �1 � � � :. � <�� Q � �.` � r � 0. En �:; in ¢oo J ; ?..:<� a � $ � � � � � Z >, i� .l.�.l.�.d.� � o 51.989DEOZQ#'a0II Os Q 7' .E.1.0�31�� NO2�tlHS'3�IM ( � N jon+v.uoas s��noa �N�ra� t � � E r 7 � � E Z � '1'�'1'2]'d'O Q � 8LE9SZ£�Zg#'JOU � .L.LO�S'N N023tlHS } � ) '��w�ar�buo�s'a�Nva� � o r � J � � w o p L� C� Q Z W�- LL .�o�.ado > � c°� �„ Z D6'Y80081Z0#'�00 Q � O .�. - � v �. fi 'N1�6 '3 A021 � � U � � i3 � F" � � Q � ° u. � � 4�" � — — U�'T l� W c� � Z (5] � m � Q Q n 7 i� .L'�'1'2i'd'O ¢ Q �� Q a� � Q 908390S1Z4#'�Oa Q Z o �a > Q m 3"" i� It'Nb'38 AOa > � t- a� Oy�V Q E�i[ �� � r � � a Q � a � � ..._ ...._ C7 � O ¢¢cia W � � tu �w � � o S � ,,, U m � � Q � J � � � Qo,r V �z QU � V d � � �.�''�.t � \ a o }' Q. � � ��� � o � � ¢ �� o w � �, t� �cja o � N� w a � �� � � �� � m � � � � � N �Q�F': U¢mU ��ti Q y N � �a�yQ > > iu � in 5 Z 0 � O � � � � � ~ � z z � + £ �N���c �,Zir`�c�u�= c �oo�++,,�„oi j� � N � CL � O Q � � � U �' wzc'z rS � � � � c�� � c''Zz@a,.i".. z �«z��naa a •�� O O 4�.. Ir_ 4 f/1 ��a � �, _ _ �� i'^ z 4� S Q �"- � �o F- � � t3 � _� � y W z�w to ���� ua �'�'> U a�mr' � aoo� ut�[UQ o�� � "� Page 8 of 8 {yl J¢ � ¢ fX ,'�,,, r N 2 N p m V � T' F a � � � Z Q 0 � �j U N OyLt% 0 N �' QF¢ 6� �,�Q� n Q ��� � m ¢az � O�aN '-�' � � u� � 1!1 `��gz ¢ m o a N D [-- � w w �� u' w a°o�� I�ELiQV X L�t,[�ON�E" ¢��m�U� �a�p�4a� �~-�t�U�U Z u1 p > °° �,,,. '',��Qy"'w}� !,�[J��ry��Q � � � � N � � C.�} � �' o w � m N � � � ar n �' ❑o , m r ��� '��Y C7N X C�� �ti a Qa � ��F�� c� �� . � /�l U=� N�� O� � N �, � �� v r o a n m °z O W C N z � Q o� � � Q O � <j aZ 0 �a � LL � K F- D221112076 04/22/2021 11:32 AM Page: 1 of 8 Fee: $47.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE aF CONFIDENTIAUTY RIGNTS: !F YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOL.LOWING IIVFORMATION FRQM THIS lNSTRUMENT BEFORE !T IS FIL,ED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CFW Project No. 1Q2152 Hanna Ranch C.I.P. Sanitary Sewer Intercep#or Parcel# 17 TCE 904 E ENON AVE SNELBY COUNTY SCHOOL. LAND SURVEY Abstract 1375 Tract 33Gi STATE OF TEXAS GOUNTY O�' TARRANT . . KNOW ALL MEN BY THESE PRESENTS � �:; ,. : . :�::. . � ;: CITY QF FQRT WORTH �° � - �GZc�/�'�cic1�.��- � � TEMPORARY CONSTRUCTiQN EASEMENT ---- - - � .... . / - � SrC DATE: ���� f `f_)�.. .\f� f .,'..✓ " ��'�� GRANTOR: MARK A. JONES, MARCI D. JONES AN� MCM JONES �'AMILY 1NVESTMENTS, LLC GRANTOR'S MAILING A�DRESS (including Cgunty); 900 E. ENON AVENUE FORT WORTH, TARRANT GOUNTY, TX 76140 GRANTEE: CITY QF FORT WORTH GRANTEE'S MAILING ADDRESS (inciuding County): 200 TEXAS STREET FORT WORTH, TARRANT CDUNTY, TX 7fi102 CONSI�ERATION: Ten DoUars ($10,00) and other good and valuable cansideration, the receipt and sufffci�r�cy of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particufarly described in the attached Exhibits "A" and "B". Grantor, for the considerafiian paid to Grantor, does hereby grant, bargain and convey unto Grantee, its successors and assigns, �f�e use and passage in, over, and across, below and Temporary Construction Easement Rev. 2019129 0 Fo�� H. D221112076 Page 2 of 8 along the Easernent Property situated in Tarrant County, Texas, as described and depicte� in accordance with Exhibits "A" and "B", aitached hereta and made a part hereaf, and ingress and egress ouer Grantor's property ta the Easement Property. It is further agreed and understood that Grantee will be perrnitted the use �f said Easement Property for the purpose of constructing sanitary sewer improvements. Upon completion of improvements and its acceptance by Grant�e, all rights granted within the described Temporary Construction Easement shall cease. TO HAVE AN� TO HOLD the above described Easement Property, together with, a!I and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Gran�ee. Grantor hereby bind fii�emselves, fiheir heirs, successors, and assigns, ta warrant and defend, al� and singular, said easerr�ent unto Grantee, its successors and assigns, agair�st every person whomsoever lawfully claiming or to claim the sam�, or any part thereof. This document may be executed in multiple counterparts, eacFt of which will be deemecf an original, but which together will constitute one instrument. When the confiext requires, singular nouns and pronauns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Temporary Construction Easement Rev.2p131210 FOR.,,,�r . D221112076 GRANT�R: MARK A. JONES Page 3 of 8 By: �� c��� � . Mark A. Jones MARCI D. JONES ,� , gy; �� i� ' } �� �-�! c;� ��w,; - �C;t�:r Marci D. Janes � MCM JONES FAMILY INVESTMENTS, LLC, a Texas limited liabiliiy company By: �'��-� �' . �-�:...� Mark A. Jones, Manager By: , Cindy L, R ell, Manager ACKNOWLE�GEMENT STATE OF TEXAS � �,,;_ § COUNTYDF ;�.� �:.4�„<.,w,1� § BEFORE ME, the undersigned authority, a Notary Public in and fflr the State of Texas, on this day personally appeared Mark A. Jones Mana er of MCM Jones Famil Invesimenis LLC , knawn to me fio be the same person whose name is subscribed to the foregoing instr�ament, and acknowledged to me that the same was ihe act of Mark A. Jones, individuallv, and MCM Jones Famil Investmenfis LLC and fihat i�els�a executed the same as the act of said individual and limited liabilit com an for the purposes and consideration therein express�d and in the capacity therein stated. GIVEN UNDER MY HAND AN� SEAL OF t�'F(CE this the date of ��T rf� 1�_=��'=�-� i' ; : � '� .:� �� �c,�V� f,�� �... �. K���4� Nota �F'ublic in�arid fnr the Stata of Texas p�Y:bB LAVQN���ti�reo����a, ry�, x a�ota m. ExpiKes sJ3-32-�U24 '`�� �m iD7�7793-8 ���� y�atary Tempa€ary Construction Easement ���"�+�""'r� Rev. 20991290 D221112076 STATE OF TEXAS § COUNTY OF ���� § ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on fihis day personally appeared Marci D. Jones, knawn to me to be the same person whose name is subscribed io the foregoing instrument, ar�d acknowledged to me thaf the same was the act of Marci D. Jones and that helshe executed the same as the act of said indivic{ual for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAN� AND SEAL O�•��FFICE this fihe da�e of ��� l���/. � ;; ; �._---':�-'�'2��..� . �� - �rg�e 4.AVONNE S• K�`f� I Notary Public in and for�he State ofTexas x�* Notary PubliC, SCaCe of t'exas * Comfs�. Expires 03-31-202� �'rFOF.�d� Noiary10337793•8 ACKNOWLEDGEMENT STATE OF TEXAS - § COUNTY �F -�,�f`�;,..:,,:.:....��� � BEFORE ME, the undersigned autl�ority, a Nafiary Public in and for fihe Sfiafie of Texas, on this day persflnally appeared Cindv L. Russe[I, Manaqer of MCM Jones Familv �nvestments, LLC, kr�own to me #o be the same person whase name is subscribed to the faregoing instrument, and acknowiedged tv me that the same was the act of MCM Jones Fam�lv lnvestrr�ents, LLC and that he/she executed the same as the act of said limited liabilitv companv for the purposes and consideration therein expressed and in ihe capacity therein sfiated. Page 4 of 8 . / C` G1VEN UNDER MY HAND AND SEAL Q�v.-�OFFfCE fihis fihe date of r`=� f�' <����'� l. :� ; ; , � `�� � � � ,,� �'� � F� G,�. i�i�Y 4� ,... �' ��!'r�t�,.o'�^ v �ti:!�...,....Mu._— o��Y P�,e L� ��N b�����ti� a4�'e��s Notary;f'ublic in ��nd for the State of Texas z * ,�,. Ex�yre� ��•��•xva� *�� G°sn i0'�39'793-� l ��a�� NotatY Temporary Construction Easement Rev. 20191210 FOR, T,�O�TH. D221112076 ACCEPTED BY: Page 5 of 8 GRANTEE: City of Fflrt Worth By (Signature): (Print Name) Dan� Burgh . ff (Titie) Assis�ant_City Manager APPROVED AS TO FORM AN� LEGALITY ���� ����� By (Signature): (Pri�t Name} Matt Murray {Titie) Assistant City Attarney I I Ordinance No. 24161-04-2020 / No M&C ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY QF TARRANT § BE�ORE ME, tF�e undersigned a�[fihorifiy, a Notary Pubfic in and for the State of Texas, an this day personaily appeared Dana Burghdoff , AssistantCityManager of the City of Fart Workh, known to me to be fihe same person w}�ose name is subscribed to the foregaing instrument, and acknowledged fo me that the same was the act of the Ciiy of Fort Worth ar�d that helshe executed the same as the act of the City of Fort Worih for the purposes and consideratian therein expressed and in the capacity therein s�ated. G1VEN UNDER MY HAND AN� SEAl� �F OFF[CE this the �ate ofi ��n �1, 2Q21 �` �i4 t E 31 f�P _,..,...,...,M,..,m,.., �� i.. S:- � Fk 1-i �.: x"`_ `��.5�:.�Ud�v,. C . T Q'� E`s.'X::t� > C •� �, '�.�,?F4i V I`i1�;�iiG E �*' � h `�`"�' '''�� Nfltary Public in and for the Staie of Texas � � , �� �r,ir�� � Fx1��i,�, "ek%r�i=��"t°� �,` ti! ; � �i,i ��4�iL%�3�� '�,/Pdit{114 IY....� �' Temporary Construction �asemenf Rev. 20191210 F0�„�o�1�. D221112076 EXHtBtT "A" LANl� aESCI�1PT14N PARC�i. 'i 7 -- TGE VARlAB1.E W[DTH TEMPRt7RARY CC7NSTRUCTtON E�kSEMENT OUT QF A'f .tl0-AC�E TRA;CT t�� LANI] SfTEJATECi �N BLC)GI� 33 OF THE SHELBY GE�iJ�TY SCNQQL LAND SURVEY, ABSTRA�T NO. 13�'�, TA�RANT EC#UNTY, TEXAS BEING a tracfi of land situated in Bfock 33 of th� Shelby Cr�unty School Land Surrrey, Abstract No. �37�, Tarrant Cvuniy, Texas, and being a pflrtion of a calied '�.(10-acre fract of fan�1 described in instrum�nt to Mark A. Jo�es, as recorded under pocumenf [Va. D1982B8402 of�he Deed Recc�rds af Tarran�i County, Texas (D.R.T:C.T:), and being mdre �articularly described by metes and baunds as fvl�aws: BEG1NN1fVG at the nQrt[�e�st corr�er �f said .��n�s iract, said pain� bein� Qrt the approximate cen�erline af East Enon Avenu� (a variable-widfh rigE�t-of way; no deed of recorrl found}; THENGE South 0� degrees 20 min�tes 49 se��nds East, alang �he east fine of said Jor�es tract a dis�ance of 43.41 feet ta a point for corner; THENGE South 88 ciegrc�es 35 rnir€ufe� '�� seconds West, over anr� across said Jones tr�ct a distanee of 'l'�7.?2 f�et to a point for comer; THENCE South 88 degrees 58 minutes 28 seconds 1fVest, continuing over an� accoss said Jbr�es tract a disiance af 48.67 feet to a�Qir�t ��r carner; THENG� North 0'� de�rees �'# minutes 32 secands West, contir�uir�� over and acr�ss said Jones tract a distance o� 45,01 feet ta a poin� on t�e approximate centerlir�e of �aid East Enon Avenue; THENCE �Iorth 8� degrees 1� minutes '�1 seconds Eas�, aior�c� the nor�h line of sait� Jones tract ar�d along the appraximafe center�ine of said East Enon Avenue a distanc� c�f '166.'� 5 feet to the P�tNT C�F BEi�INNING and CC1NTAfNII�d� ar 7369 square feet or �.�692 of an acre ofi ��r�d, mare ar iess. �lotes: �. Bearings are bas�d on the Texas St�te Plane Goordinate Sy�tem, Nori� Centra[ Zone �4202), Nor�h Am�rican Datum 1983 (��11). 2. This survey was compleied �rvEt�o�t the benefit Qf a current ti�fe paiicy a� commitment. There �-nay b� additivnai easements andlor rights-of-way that affect this �rop�r�y that Huitt-Zoilars, Inc. has not been advised of: PARG�L 17 - iGE � of 2 Page 6 of 8 D221112076 3. fin e�hibit map of even.s�r�rey date herewith accnmpanies this legai description. f c�rtify t�at this survey was performed an the �round un�er my supervision. � � � ,! /' ' `,. ...r ;,�r e: � ,% � ,�- ,� MattF�ew T. Godiews[�i Registered Professio�al Larrd Surveyor Texas Registraiio� No. 68'17 Huitt-Zaflars, �nc: Firm Registratior� No. 10a25500 �7'l7 McKinney Ave., Suite 14a0 Da11as, [ exas 75202 Dafie: D�cember 31, �0'� 9 ::'�F'� � ��4 ='ci�� 't r�a��u `�r:'�otiiews�t � ..........................� ;-09 6$17 �4. ;:�, " ���Ss�� O �'U .�F ���iG`� � PAFtCEL 17 — TGE 2 af 2 Page 7 of 8 D221112076 � � C d U �Si-'! �-po�? � r jLr,)� a > n���� �� �- s� � o � �- �, �� tn—m pr��-��F �x w— �� �j�Q�= u�t� �. � � � � � � � � Qw. F- p VS �a�r[� OZ � ���� Q�za`Q5 aa �` � o � �a a�¢ �o �QWFy�-S�_flQ _ _._. S�i1��$Up �� � z � i ' � {p FL Sil 1 (Z; r�-n.r�iw¢i ¢i �� � � � � a N Z � 3 �,�j {� � � �" h= r.�..c� Cy ¢`�c� � ti � °- [�' dvo �j i 4 � 4 , v �� fL' � �, F �� € � J � � ( �U .n. Q �' u... z � �;'a � ;� q � I , �, � z � �2� � o�,�u � m ti� a' o c�. aa Am� at�G�?L�3� ¢�°°� ��!l�irp zzM� QaC ���}" ?u.l�o � � ��a3 CO ff7p� � � � � u� F � �' O ,� t- C�i 'm �,• U � ��� nCi ��° � � '1'�'1'�D"d'O 519890E0ZQ�'�OQ � 110�SAb')1 NblTbHS'3�IM .� i�NF�.l,.E.D�S StilJfif30 71Nb2id 7 � � '1'�'.L"�t'd'O ���$�ZE�Z�� ".}�Q fl � �.o�s � �aaa�t�s � � � '��wn Qt��r.u.oas �a �N�a� -� r. � _..... � � fl .y_�.l.a.�.� � �, Z� o�va�oatza� �aoo � n '�a�s '� �a� . — _�� Q � � r � �..._ a � Z t~s1 a Q �, � LiI '.l'�'1'i3'd'D � d 90899QSiZQ#'�QO 7 Q a00i F � 1� 'Nk�3� J�QZi ���-u Oyn}_ � � � T l� � z Page 8 of 8 �z � ��� a'� " 1 ����. U, �pQ�- C5 > �rr � �.[��R z u�. � � � 4 � 6� -a- � � � �- �� � � eh N — Q ti m � � � � � � o � � � � o�� �L I �� � � � ¢�� Q � QO � � � � � � � � � � � � I i � O � � O � � � Z �� u� � � O � � ��� j (=9 � 4 c� � � = r� °z o � � �o Q J [��j w � r.�3 Q p c� A � p p � c�i > ? � � �� �f � a � � N � �en t � � {] T a O; J — ....._ O Z 4� j `t U � iSi. � � � �� > D �j �O� � �� U m� � �x q"F; � �' � � r o ���-', � p�, � m�} �'�� N � � �'Q 4'+> i� wU0 � c � �� 1.�iJ \ � a � � � a ��ct � � Q. � � . \ ! � o }.�.� N �FQ�' Ltl e� . U � y n � ��a� > > � P. 'N a � � o� ����r� �����a �ac�--�.�a z?y��^�x ������� �g����� ���'���a �•1 � li 1+- l� E.� t!3 �CC � a w � R �Z d� d> U}1 � � �� � �. a� ZO �y� tL � F � U� N� Lt Z � � aQ�� E�[t(�/3MV ��w�� �O � � �aab w�U� ��A �� �`<� v�4iz� o Uf U c�i r-`. d cT �Q,e EL � �°Q 0 r � � p�v o O uy '� � Z aFQ r» �oQ� o 2 ff a � � 2 � Lt, � c�� N � � U a � i� �Q � � h- ¢ � ffi m R P�.[ � � z � �g ���a��. o�'���'� Y T � � � F ac�����r �aa�`�c���� X�.Q Q��O w�F �'�z FuZ3�-��z ��c���c� ������ ����� � Ih,� ¢ � � � � Q _ �g W m�� .�v a V3 � X �Ot� G � � R � m m �- ���� ��� � ti��� � r 'r" �� ti �� � � a c'�i. � � � ' � x � .�;_•' qj „ y t y �. ,.•' S. . � �t.� o � :�e�,� y '✓ i ; � [Y �• i rS� � Sy"'�� ,y� q : �u; z �!v ��� q?:�*,, wrr��. �. ��� r�..'�M••�� ��o � [�\����a +�. W LI. � .L G: � PARCEL 23PE/23CE D221115040 04/26/2021 02:47 PM Page: 1 of 8 Fee: $47.00 Submitter: Niels Brown Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGIiTS: IF YOU ARE A NA7URAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF 7HE FOLLOWING INFORMA710N FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LfCENSE NUMBER. 102152 Hanna Ranch C.I.P. Sanitary Sewer Interceptor Parcel # 23 SSE 335 E ENON AVE SHELBY COUNTY SCHOOL LAND SURVEY Abstract 1375 Tract 25A STATE OF TEXAS COUNTY OF TARRANT DATE: M a r 31, 2021 § § KNOW ALL MEN BY THESE PRESENTS § CITY OF FORT WORTH SANITARY S�WER EASEM�NT GRANTOR: XTO ENERGY INC. GRANTOR'S MAILING ADDRESS (including County): 22777 SPRINGWOODS VILLAGE PKWY SPRING, HARRIS COUNTY, TX 77389 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufFiciency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, SEWER FACILITY EASEMENT FoRr_ WORTH, Rev. 20200227 �r� i D221115040 perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility includes all ihcidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Easement Property and more fully described in Exhibits "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property, Grantee shall be obligated to restore the surface of the Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Grantee acknowledges that there must remain at all times for Grantor free and unobstructed access to Grantor's operations site. Accordingly, during any work on or any repairs or maintenance on the Easement Property by Grantee, in no event shall Grantee construct or erect, or allow the construction or erection of, any walls, fences or barriers of any sort or kind or otherwise block or otherwise close off any portion of any road accessing such operations site. To the extent that any such work, repairs or maintenance on the Easement Property reasonably requires any disturbance of a road accessing such operations site, then Grantee shall notify Grantor thereof in writing at least thirty (30) days in advance, and submit to Grantor copies of the plans and specifications for such work for Grantor's review and approval, which approval will not be unreasonably withheld. Grantee shall perform any such work in a manner which will not unreasonably intertere with any business operations conducted on such operations site, and shall immediately restore any such road to the condition which existed immediately prior to such work, including restoring such road to a level, smooth and evenly- covered condition using the type of surfacing material and quality of construction as existed prior to the work, all at the sole cost and expense of Grantee. Prior to the commencement of any such work which necessarily disturbs or otherwise temporarily prohibits or impairs access to any such operations site, Grantee shall notify Grantor thereof in writing at least thirty (30) days in advance and during such work Grantee shall provide Grantor with temporary alternate access to such operations site in a location reasonably acceptable to Grantor, To the extent allowed by Texas law and without waiving its sovereign immunity, Grantee hereby agrees to indemnify and hold Grantor harmless from and against any claim or liability or loss from personal injury or property damage resulting from or arising out of the use of this Easement by Grantee, its servants, agents or invitees, and the installation, use, maintenance, repair or removal of the pipelines by Grantee and such persons acting on its behalf, excepting, however, such claims, liabilities or damages as may be due to or caused by the gross negligence or willful misconduct of Grantor. Nothing contained herein shall ever be construed Page 2 of 8 SEWER FACILITY EASEMENT FOR_ T WORTH. Rev, 20200227 —��� D221115040 so as to require Grantee to assess, levy and collect any tax to fund its obligations under this paragraph. Article XI Section 5 of the Texas Constitution provides that a city is prohibited from creating a debt unless the city levies and collects a sufficient tax to pay the Interest on the debt and provides a sinking fund. The City of Fort Worth has not and will not create a sinking fund or collect any tax to pay any obligation created under this section. ,Grantee is a governmental entity under the laws of the State of Texas and pursuant to Chapter 2259 of the Texas Government Code, entitled "Self-Insurance by Governmental Units," is self- insured and therefore is not required to purchase insurance. Grantee will provide a letter of self-insured status upon request by Grantor. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10'h anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which the Easement Property was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] SEWER FACILITY EASEMENT Rev.20200227 FoR_ r� W�, Page 3 of 8 D221115040 GRANTOR: XTO ENERGY INC., a Delaware corporation By (Signature): Oe� (Print Name) Christopher K. Spencer (Title) A ecL nt as Attornev-In-Fact ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF �C�r �S § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Christopher K. Spencer, Agent as Attorney-In-Fact of XTO ENERGY INC., known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of XTO ENERGY INC. and that he/she executed the same as the act of said entitv for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� day of � .P_m� � , 202� No ry Public in a or the tate of Texas ,. RACHEL J, ODOM °� � Notary Publlc, State of Texea * ` Comm. Explres 11-01-2022 ���� Notary ID 6846461 SEWER FACILITY EASEMENT Rev.20200227 FoR,�r� H. Page 4 of 8 D221115040 Page 5 of 8 ACCEPTED BY; Ordinance No. 24161-04-2020 / No M&C STATE OF TEXAS COUNTY OF TARRANT GRANTEE: City of Fort Worth ,�� By (Signature): ste�e o ke (Mar 31, 202110:08 CDT) (Print Name) SteVe COOke (Tit�e) Property Management Director APPROVED AS TO FORM AND LEGALITY �,/(�a��u.� ,./�icc�a By (Signature): (Print Name) Matt Murray (Title) Assistant City Attorney ACKNOWLEDGEMENT § � BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke Property Management Director of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF O FICE this the date of Mar 31, 2021 O4�YP4e• NIELS BROWN Notary Public in and for the State of Texas : ��`�� Notary Publlo-State of Texas * Notary ID #13t80512-8 ��'��� Commisaton Exp. NOV. 26, 2071 SEWER FACILITY EASEMENT Rev.20200227 FoR� H, D221115040 EXHIBIT "A" LAND DESCRIPTION PARCEL 23 — PSSE 11-FOOT PERMANENT SANITARY SEWER EASEMENT OUT OF A CALLED 1.5-ACRE TRACT OF LAND SITUATED IN BLOCK 25 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT COUNTY, TEXAS BE1NG a tract of land situated fn Block 25 of the Shelby County School Land Survey, Abstract No 1375, Tarrant County, Texas, and being a portion of a called 1 5-acre tract of land described in instrument to XTO Energy Inc., as recorded under pocument No. D208110501 of the Official Public Records of Tarrant County, Texas (O P R T C T), and being more particularly described by metes and bounds as foilows BEGINNING at the southeast corner of said XTO tract, said point being on the north right- af-way line of Enon Avenue (a variable-width right-of-way; no deed of record found}, same being the most southerly southwest corner of a tract of land described in instrument to East Gate Properties, Inc.. as recorded under pocument No D204151819, O P.R T.0 T.. fram which a 5/8-inch iron rod found at the most southerly southeast corner of said East Gate tract bears North 89 degrees 22 minutes 15 seconds East, a distance of 121 92 feet: THENCE South 89 degrees 22 minutes 15 seconds West, along the north right-of-way line of said Enon Avenue, a distance of 1 1.00 feet to a point for corner from which a 1/2-inch iron rod found at the southwest corner of said XTO tract bears South 89 degrees 22 minutes 15 seconds West, a distance of 301.51 feet; THENCE North 00 degrees 46 minutes 19 seconds West, over and across said XTO tract. a distance of 208 01 feet ta a point on the north line of said XTO tract; THENCE North 89 degrees 13 minutes 35 seconds East. along the north line of said XTO tract, a distance of 11.00 feet to the northeast corner of said XTO tract; THENCE South 00 degrees 46 minutes 19 seconds East, along the east line of said XTO tract, a distance of 208.04 feet to the POINT OF BEGINNING and CONTAINING 0 0525 of an acre or 2,288 square feet of land more or less. Notes: 1 Bearings are based on the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (2011) 2. This survey was completed withaut the benefit of a current title policy or commitment There may be additianal easements and/or rights-of-way that affect this property that Huitt-Zoilars, Inc. has not been advised of. Page 6 of 8 PARCEL 23 - PSSE 1 of 2 D221115040 3 An exhibit map of even survey date herewith accompanies this legal descriptian. I certify that this survey was performed on the ground under my supervision , .-� ��� �tchell S. Pillar, Registered Professionaf Land Surveyor Texas Registration No 5491 Huitt-Zollars. Inc. Firm Registration No. 10025600 1717 McKinney Ave , Suite 1400 DalEas, Texas 75202 Date December 9, 2019 Page 7 of 8 PARCEL 23 - PSSE 2of2 D221115040 �A x ( 1 � J «� T � m ; �, C TJ i < - D � �� �' J � � �\ � \ v: �: I �c i � � � o = � � � ^� ; ;� p �. O � O � N N � � � j y 7 n �� �.x � D � � _: �c �� � N � y o T x;s N N � � A � (D rn � � �' � �v � v _� �n �n � �� � �T 0 0 .. - • _ �% m R � � C < z - C � Z _ �n � ? `n _ � � .iJ - C n a< m .- � D < � cn � � O r' zz 0 z z Z ; � �, z 0 � m � �� r � v D � nm (J �Ncnm `� � � f v' N� m�] n"' D O D�`�U � � �`,� � n z7 G(1� O m � `^ _ � � zt m S Z Z mA � D`� T� m.. Z-. v� � N z��o � Z� po n n x � = m m .P cn n y � o D D O�Qo � (/}_ cp r c o D � " r'' m ?nZ n`r.�. Z� �n O <-��tn � �� OD Z �o r� �zcn� ry D j���y w �7 ?� r�i D c;; T Z � � y D r� Q� ���D � � �Z � o C� � � � m o� Z m m c � � �'�s W o "' D D ? z�� 1 r- z>'� ;� s� m ._ r- 7� 'T' ,_ , T� U� � z z ^' �; �'' O ''�^ 1 ��s=,��n 0 v r u' 'i �: > � •� � �- � n Z z D p -�zs �x � T y�i� pT -�'"�C:� - 'r Z - 3 ' v D �= !' V - < � i> w A c'i ��y r; z_ c y��:� Z � � r-Gci��;U, ? - � = � Z �: ; co m J ` r.- "' 'Ac-,..o ,< >' zz�? o ' � u: �, z z C� "; � D r: Z f, -: ; n _,i% � L � c.' Z ` y .. '�i1C,D�m - l S � � i - _i � - %` ) r, �� T-�1,m � iv ,_i 7 Z � .. �^,, iT'. m � , z .. x v: �_ � .. z � � = x - - ; D Z � � "� 'l. -.. � �� `�' �;. _. �-r r <� G O ~. �7 :� ` < _ C' C. �. ' { `, � � � ;� ;, _ _ z T z , - =' Y T m U.D _� T `<� � C� m� ��m ' - Z �; `' p = - m � Z oz� � ti � � o z m �� c � < . ` -� - D ,� 0 � O � N N � U'1 ` �� W -0 I'rl Q � Z z� Z O Z � � � Q^ l , � N � � m � � Z m m z z �� � � D � N � Z cNn�mD p oo r %U � N { v� w�„ D�'�� m o!n � �, z� ,-, � � � U # R- � T � ,� ' � <� O 1' c , il � � ~ � Zi L' �I ' ( rc;;, �- � � r1 r', , < �:�:.,m _�; � I� � � � �- � z U ' � _ , �. . m � � �� n � O -", -'� :b -G n u' � � Z� o° . o � Wr �➢ 'n Z V' � U ' C � � � �� ,60�80Z M ,.61,9��00 N ��0�80Z � „6 L,9�o00 S �� z z� c-> c� C' r, ,� L. l: i� f'1 �.� z :� � � ��' �G t;t-m,?" -� �`__m � , G G � � C T � [J tk �- T. �t ; � r� � � ` r ; o _ R' _ rr i Page 8 of 8 m x _m W � Z � 00 ' cn W � W � O = o rn / i � ��:�� A � � � c ; v, �_. �, c, z � _ -a • Y '� � - u� -'� n i �m � Itl �o � D221115041 04/26/2021 02:47 PM Page: 1 of 7 Fee: $43.00 Submitter: Niels Brown Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. 102152 Hanna Ranch C.I.P. Sanitary Sewer Interceptor Parcel # 23 TCE 335 E ENON AVE SHELBY COUNTY SCHOOL LAND SURVEY Abstract 1375 Tract 25A STATE OF TEXAS COUNTY OF TARRANT § § KNOW ALL MEN BY THESE PRESENTS § CITY OF FQRT WORTH TEMPORARY C(�NSTRUCTION EASEMENT DATE: M a r 31, 2021 GRANTOR: XTO ENERGY INC. GRANTOR'S MAILING ADDRESS (including County): 22777 SPRINGWOODS VILLAGE PKWY SPRING, HARRIS COUNTY, TX 77389 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor, does hereby grant, bargain and convey unto Grarltee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, as described and depicted in Temporary Constructlon Easement FORT�, Rev. 20191210 D221115041 accordance with Exhibit "A" and Exhibit "B", attached hereto and made a part hereof, and ingress and egress over Grantor's property to the Easement Property. It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing sewer improvements. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. Grantee acknowledges that there must remain at all times for Grantor free and unobstructed access to Grantor's operations site, Accordingly, during any work on or any repairs or maintenance on the Easement Property by Grantee, in no event shall Grantee construct or erect, or allow the construction or erection of, any walls, fences or barriers of any sort or kind or othenNise block or othenNise close off any portion of any road accessing such operations site, To the extent that any such work, repairs or maintenance on the Easement Property reasonably requires any disturbance of a road accessing such operations site, then Grantee shall notify Grantor thereof in writing at least thirty (30) days in advance, and submit to Grantor copies of the plans and specifications for such work for Grantor's review and approval, which approval will not be unreasonably withheld. Grantee shall perform any such work in a manner which will not unreasonably interfere with any business operations conducted on such operations site, and shall immediately restore any such road to the condition which existed immediately prior to such work, including restoring such road to a level, smooth and evenly- covered condition using the type of surfacing material and quality of construction as existed prior to the work, all at the sole cost and expense of Grantee. Prior to the commencement of any such work which necessarily disturbs or otherwise temporarily prohibits or impairs access to any such operations site, Grantee shall notify Grantor thereof in writing at least thirty (30) days in advance and during such work Grantee shall provide Grantor with temporary alternate access to such operations site in a location reasonably acceptable to Grantor. To the extent allowed by Texas law and without waiving its sovereign immunity, Grantee hereby agrees to indemnify and hold Grantor harmless from and against any claim or liability or loss from personal injury or property damage resulting from or arising out of the use of this Easement by Grantee, its servants, agents or invitees, and the installation, use, maintenance, repair or removal of the pipelines by Grantee and such persons acting on its behalf, excepting, however, such claims, liabilities or damages as may be due to or caused by the gross negligence or willful misconduct of Grantor. Nothing contained herein shall ever be construed so as to require Grantee to assess, levy and collect any tax to fund its obligations under this paragraph. Article XI Section 5 of the Texas Constitution provides that a city is prohibited from creating a debt unless the city levies and collects a sufficient tax to pay the Interest on the debt and provides a sinking fund. The City of Fort Worth has not and will not create a sinking fund or collect any tax to pay any obligation created under this section. Grantee is a governmental entity under the laws of the State of Texas and pursuant to Chapter 2259 of the Te�as Government Code, entitled "Self-Insurance by Governmental Units," is self- insured and therefore is not required to purchase insurance. Grantee will provide a letter of self-insured status upon request by Grantor. TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant Page 2 of 7 Temporary Conslructlon Easement FOR�. Rev.20191210 D221115041 and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural, GRANTOR: XTO ENERGY INC., a Delaware corporation By (Signature): Ce (Print Name) Chr(stoqher K. Spencer (Title) Aqent as AttorneV-In-Fact ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF ;�A� �( 'lS § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Christopher. K. Spencer, Agent as Attorney-In-Fact of XTO ENERGY INC., known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of XTO ENERGY INC. and that he/she executed the same as the act of said entit for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� day of � , 2�. No ry Pub ic in a or the State of Texas PpY RACHEL J, ODOM x��. Notary Publlc, Stete o1 Texes ` � Comm. Explres 11•01•2022 `��,�� Notary ID.8846451 Temporary Construction Easement Rev. 20191210 �ORT WORT . Page 3 of 7 D221115041 ACCEPTED BY: Ordinance No. 24161-04-2020 / No M&C STATE OF TEXAS COUNTY OF TARRANT GRANTEE: City of Fort Worth � �� By (Signature): Steve o ke (Mar 31, 2021 10:08 CDT) (Print Name) St2V2 COOk2 (Title) Property Management Director APPROVED AS TO FORM AND LEGALITY ./GL��`�tesr� �i��t��r By (Signature): (Print Name) Matt Murray (Title) Assistant City Attorney ACKNOWLEDGEMENT � § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke Property Management Director of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of Mar 31, 2021 o��,RYv�e� NIELS BROWN � �� Notary Publla3tate of Texas * Notery ID #13180512-6 ���,�''� Commlaslon E�. NOV. 28, 2022 Temporary ConsUucllon Easement Rev. 20191210 Notary Public in and for the State of Texas FoR,� H. Page 4 of 7 D221115041 Page 5 of 7 EXHIBIT "A" LAND DESCRIPTION PARCEL 23 — TCE 41-FOOT TEMPORARY CONSTRUCTION EASEMENT OUT OF A CALLED 1.5-ACRE TRACT OF LAND SITUATED IN BLOCK 25 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1375, TARRANT COUNTY, TEXAS BEING a tract of land situated in Block 25 of the Shelby County School Land Survey, Abstract No. 1375, Tarrant County, Texas, and being a portion of a called 1.5-acre tract of land described in instrument to XTO Energy inc., as recorded under pocument No. D208110501 of the Official Public Records af Tarrant County, Texas (O.P.R.T.C.T.), and being more particularly described by metes and bounds as follows: BEGiNNING at a point on the south line af said XTO tract, said point being on the north right-af-way line of Enon Avenue (a variable-width right-of-way; no deed of record faund), from which a 1/2-inch iron rod found at the southwest corner of said XTO tract bears South 89 degrees 22 minutes 15 seconds West, a distance of 271.51 feet; THENCE North 00 degrees 46 minutes 19 seconds West, over and across said XTO tract, a distance of 207.93 feet ta a point on the north line of said XTO tract; THENCE North 89 degrees 13 minutes 35 seconds East, along the north line of said XTO tract, a distance of 41.00 feet to the northeast corner of said XTO tract; THENCE South 00 degrees 46 minutes 19 seconds East, along the east line of said XTO tract, a distance of 208.04 feet to the southeast corner of said XTO tract, from which a 5/8-inch iron rod found at the most southerly southeast corner of a tract of land described in instrument to East Gate Properties, Inc., as recorded under pocument No. D20407151819, O.P.R T.C.T., bears North 89 degrees 22 minutes 15 seconds East, a distance of 121.92 feet THENCE South 89 degrees 22 minutes 15 seconds West, along the north right-of-way line of said Enon Avenue, a distance of 41.00 feet to the POINT OF BEGINNING and CONTAINING 0 1958 of an acre or 8,528 square feet of land, more or less. Notes: 1. Bearings are based on the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (2011). 2. This survey was completed withaut the benefit of a current title poficy or commitment. There may be additional easements and/or rights-of-way that affect this property that Huitt-Zollars, Inc. has not been advised of. PARCEL 23 - TCE 1 of 2 D221115041 3. An exhibit map of even survey date herewith accompanies this legal description. I certify that this survey was performed on the ground under my supervision. � �� / `,�/ , M�%heii S. Pillar, Registered Professional Land Surveyor Texas Registration No 5491 Huitt-Zollars, Inc. Firm Registration No. 10025600 1717 McKinney Ave., Suite 1400 Dallas, Texas 75202 Date December 11, 2019 Page 6 of 7 PARCEL 23 - TCE 2of2 D221115041 � W � W � � W � �f } � s ,,, ,1 �.. F-�F ? # '.) a. �n��~ > o '� <v G f] � r W p O lf ) � ch � ch � � � Z �-' � 1 x w � �' _ � 2 L � Q ;� � U u � 7_ -� 2 •i. L�J # L �� C JJ �� i_ ! 2 i s i� � � � � � ... � w V '� r � 'J � r,i n +�t 1 .�UU. � i� a o r7 0 Z q % � � t � � F, � w�.�Q i� C� z uc "' ;� i_� (�� .� F O r x ll.� 7 � � � � Z � Q � J , � D � D Z S v r �(} U Q r � Z � 7 m D Q U r � � �.1� � " . . . Tfn. U 1 Z�� o N o Ci a � � � Q m J c%� � � N Q (p � J V% .� � W � O � U N �p O Q `n `n J � � � � � O Q Z W O � aw �� w � � v 1�1 N � U O J m � � F � _ LLl � � � � � � z 1 � R' ':. u' it (i w 1 � �1 (�I i � � N N Q� O � � C� V Q - :: � L � � � �yJ = u > '.i l`_' � Q = �.', Z C y 0 � � z 7 �i w � =� : � � Q c c;, a Z � I • � N � U D , m _' `- S r - - Z - r. y '� - � _J U � - _ � , ' ' =�CC1 j�� >m = C� 'i = � i _S' - ll T � n n = 7 � _ _ _ (� _ _ � - ` i � i - `t "� _ ' _ � 1 Z S 7 Y'> '._� � ?C w y �� 7 Z � � 7 ' q .: Q n�w.�':,�w =� }-' � 1 zr,i, �o - ¢,- m �J J > ' L 'n 'f ti �J� J � C. •1. ]�-''y _ L 7 " _ T � Z'` V � rJi LL � '1 � _S S � �1. � I11 I Z S� LL 1. � � �.1. 'v � '' �Z - '.i� _ ,1` � _ < _ � _ �� zw O F- € � � W QQ w �Z � �w w Z Qo o '-' u o M W �w U J Q 7 0 a o� v� "' z o � w U ww �m S i" w d �� a w= o � `� � a> M "' a a� � �� O O �� � a � 0 Z w c� w � z � � c �� c7 L� U, � s" >� >n � c. r ` n � � � - Z _ � = � � 7 Y .` _ T 7 ' I:i J 1 Page 7 of 7 w � f 1 7 � � u� 7 � O ✓� J x � x = � a F Z � Z _. Z ,-�, �� � y � � � N �� � � � w Z n ' •� .- � a L� D J ' - � C � " 'y� Q ; Z (�j 1 ~ � ^ y ^+ -. V � L � � �� Z Z y Q iJ � /` Q '..� C` 1 \ —. Z � p w z �Uzg (� � U � n � � a��� � M Z = � N a U 0 .il fn J ��Z ` 7� U rn Z Q z � U � � � z � p � ^ ? � a � > � O u:Q�_��Z � Z � L > Q � w � � T Q �gcn w � N � - � (!� �' '.Y� Q � O � w J c � � � � �a N G `J U a7 v tD v � � N �� Cn hx � v�� � r. c � �� > Q m � T x � N � •_ U C: r M C C � Y cNv " N U � @ N � � v o- � N .. N ��` y � c � \ � � n �� L [r n � 2cn: a ,, - ;n '..i ' Y I1� i r ' f �. U - H ;:'r � ;' :_" S 00°46'19" E 208.04' PARCEL 24PE/24CE D221162387 06/07/2021 02:09 PM Page: 1 of 7 Fee: $43.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTlALITY RIGHTS: 1F YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRlKE ANY OR ALL OF THE FOLLOWING 1NFORMATlON FROM TH1S INSTRUMENT BEFOR,E IT IS FlLED FOR R,ECORD !N THE PUB,LIC RECORDS: YOUR SOClAL SECURITYNUMBER OR YOUR DRlVER'S,LICENSE NUMBER. STATE OF TEXAS CFW Project No, 102152 Hanna Ranch C.I.P. Sanitary Sewer Interceptor Parcel # 24 SSE 8100 FOREST HILL DR SHELBY COtJNTY SCHOOL LAND SURVEY Abstract 1375 Tract 25 COUNTY OF TARRANT � § § KNOW ALL MEN BY TH�SE PR S'I�N�'$ § �.� -, �, ,,,; ., , � � _p -q, �'+'' ��" ,+"�i �9, �rw�, (� � �. CfTY OF FORT TH u�' ` a�':a�. a a i E..%� `�.,J`�a'�4 � sf� S SANMTARY SEWER S ENT ��,�« ��,�'�`�,�� G�1„C��_��",n,;,'.�, ��� GRANTOR: EAST GATE PROPERTIES�C., GRANTOR'S MAILING AD�RESS (in u' y): 388 WEST 8t" AV E, S IT 2 9 VANCOUVER, , ADA GRANTE�: CITY OF GRANTEE'S MAI (inciuding Couniy): TARRANT COUNTY, TX 78102 N CORPORATION ONSP6tE�'1V0�1I: Ten �ollars ($10.00) and ather good and valuable consideration, the �pt an� s fficiency af which is hereby acknowledged. EASENfENT PROPERTY: BEING mare particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration pa[d ta Grantor and other good and valuable consideratian, hereby grants, sells, and CQf3V@y5 tQ Grantee, its successors and assigns, an exclusive, perpetual easement for the canstruction, operation, maintenance, replacemer�t, upgrade, and repair at a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility SEWER FACILETY EASENIENT Rev. 2021 D402 D221162387 Page 2 of 7 inclucfes ail incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manhoIes, manhale vents, Iateral line connections, pipelir�es, junction boxes in, upon, under and acrass a portion of the Easement Property and more ful[y described in Exhibit "A" and ExF�ibit "B" attached hereto and incarporated herein for a[I pertinent purposes, together with the right and privi[ege at any and all times to enter �asement Property, or any part thereof, far the purpase of constructing, operating, maintaining, repiacing, upgrading, and repairing said Facility. ]n no event shall Grantor (I) use the �asemer�t Property in any manner which interFeres in nj� material way or is inconsistent with the rights granted hereunder, or (II) erect or per e erected within the Easement Proper�y a permanent structure or building, includi n t limited to, monument sign, pole sign, bil[board, brick or masonry fences or o ih structures that require a building perrnit. However, Grantor shall be permitt ins E ane� maintain a concrete, aspha[t or grave[ driveway, road or parking lot acro e ent Property and, subject to the City of Fart War�h permitting process, shal I[ install underground utilities on, under, ar through the Easement Propert a[ ng s h not interfere in any material, adverse way with the FaciIity. Gran sh b d to restore the surface of the Easement Property at Grantee's sole and , including the restoration of any sidewalEcs, driveways, or similar surFac i prove e ts focated upon or adjacent to the �asement Tract which may have been remov d, loc e, altered, damaged, or destroyed as a result of the Grantee's use of the ement nt� ereunder. Provided, hawever, that Grantee shall not be o�Eigated to rest replace irrigation systems or ather improvements instaEled in vialation of the provisions� 'n ded use of this Easement. Grantee acknow[edges that there must r �n t ' e�r Grantor free and unobstructed access to Grantor's property Iocated nort� nt Properly on which XTO Energy [nc.`s operations site is currently located shall be referred to herein as "such operations site"). Accordingly, durin or any repairs or maintenance an the Easement Property by Grante ,' n ven a Grantee construct or erect, or allow the construction ar erection of, a n barriers of any sort or kind or atherwise block or otherwise ciose off any rt accessing such operations site. To the extent that any such work, rep ir r in ce on the Easement Property reasonabIy requires any disturbance of a ra a e in s ch operations site, then Grantee shall notify Grantor thereaf in writing at least ' p) s in advar�ce, and submit to Grantar capies of the pians and specifications fo uc r Grantor's review and approval, which approval will not be unreasonably with e�r ntee shall perform any such work in a manner which will not unreasonably i r � ny business operations conducted on such operations site, anc! shall immedi y such road to tF�e condition which existed immediately prior to such rk ' ud� #oring such road to a level, smooth and evenly-covered conditian using the e ing aterial and quality of constructian as existed prior to the work, all at the le co x nse of Grantee. Prior to the commencement af any such worK which e ssari ist rbs or otherwise temporari[y prohibits or impairs access to any such o r'an si e, Grantee shai[ notify Grantor thereof in writing at feast thirty (34) days in ad� ce a during such work Grantee shall provide Grantor with temporary alternate access to such operations site in a location reasona�ly accep#able to Grantor. Under Chapter 21, 5ubchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, ar assigns may be entitled before the 1Qih anniversary of the date of this acquisition ta repurchase ar request certain information about the use and any actua[ progress made toward the use for which the Easement Properiy was acquired through eminent dornain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. SEWER FAC(LITY EASEMENT Rev, 20210402 D221162387 Page 3 of 7 TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway be[onging unto Grantee, and Grant�e's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. This documen# may be executed in multipl� counterparts, each of which wiIl be deeme original, but which toge�her wil] constituie one instrument. When th� cont�xt requires, ' nouns and pronouns include the plural. HERETO W[TNESS MY HAND this the date of ��t'� �� � � �. ' �1 BEFORE ME, the on this day personally a� Inc., a Washinqtan corp io the foregoing instrum� said corporation therein stated. _ :�y, a Notary Public in and for the State of Texas, 'wa General Counsel of East Gate Properties, �t me to be the same person whose name is subscribed wledged to me that the same was the act of East Gate �ratian and that he/sY�e executed the same as the act of and consideration therein expressed and in th� capacity � MY HAND AND SEAL OF OFFICE this the date of '� � 1 �� Notary Public in arT� British Colurnbia, Ca ��b� •�� �� � �G fi�`ls�t'{� ���?� ���e.� �- ���' �. ��L��r �fi� 6 ��x�+.�� SEWER �ACILI7Y EASEMENi ftev. 202i 0402 �i�� C�� v�% � f.� 1���'i i� L.���r� ��� - ���� D221162387 ACC�PTED BY: STATE OF TEXAS COUNTY OF TARRANT B�F'ORE ME, t on this day persan Fort Worth � fhe same persan Q'� to me that the sam v1�; as the act of e' in the �ap ' �F�rei GRANTEE: City of �ort Worth By (Signature}: Page 4 of 7 (Peint Name) Dana Burgl�.�off (Title} For� Wo�th � APPROVED AS TO FORM AND LEG ������ � ��� By (S[gnature): (Print Name} Matt Mu (Tit1e) Assist� t ity At�e� Ordina��� 2 61-04-2D20 / No M&C ,. %n. \ �'aGihari#y, a Notary Public in and for the Sfate of Texas, e e Dana Burghdoff , of the City of Fort Worth, known ta me fo be e' subscribed to the foregoing insfrument, and acknowledged act of the City of Fart Worth and that he/she executed the same 'Vorth for the puepases and consideeation therein expressed and ER MY HAND AND SEAL OF OFFICE this the date of SEWER FACILITY EASEMEN7 Rev. 202104Q2 D221162387 Page 5 of 7 EXHIBlT "A" �.AND DESCRIPT[ON PARCEL 24 — PSSE 40° PERMANENT SAN[TARY SEWER EASEMENT OUT OF A CALLED 7.190�ACRE TRACT OF LAND SfTUATED 1N B�.00K 25 OF THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 7375, TARRANT COUNTY, TEXAS BEING a tract of Iand situated �n B[ock 25 af the Shelby Couniy Schoo! Abstract Na. 1375, Tarrant County, Texas, and being a portion of a called 7� of Iand described in instrum�nt to East Ga#e Proper�ies, Inc., Dacument Na. D20415'[819 af the OfFcial Public Recards of Ta r {O.P,R,T.C.T.), and being more par�ic�farly described by m�es-�1 b unc er BEGINNlNG at a poin# ar� the north right-of-way line of or� Av n e�variable-width right-of-way; no deed of record found), from which a 5/8 iron o found at the most southerly southeast corner of said East Gate tract ears N h rees 22 minutes 'f � seconds East, a distance of 81.91 feet; THENCE South $9 degrees 22 minutes line af said Enon Avenue, saut�west camer of said Ea� a tract af land described in ins Dacument No. D2081'[� , found at the south�est oRfie� minutes 15 secoir�siiDle . 4� c THENCE Narth a� d East Gate East Gate distance� THENCE North 1� se s t, along �he north rig�rt-af way dis o feet to the most southerly " t , e heing the sautheas# corner of � t � Energy Inc., as recorded under W. , ..T., fr'om which a 112-inch iron rod KTO tract bears South 89 degrees 22 ce of 312.�1 feei; �s 19 seconds West, along the wester�y [ine of said distance of 208.�4 feet an inner ell corner of said nuing aver and across said East Gate t�act a total a point for corner; �s 53 minutes 38 seconds West, cantinuing over and across iract, a ci�siance of 312.00 feet ta a point on the west line of tract; degrees 45 minutes �42 seconds West, along the west fine of said � tract, a distance of 117.12 feet ta a paint for corner; �outh 87 degrees 22 minutes 42 seconds East, over and across said East Gate tract, a distance of 40.07 feet to a point for corner; THENCE South 00 degrees �45 minutes 42 seconds East, continuing over and across said East Gate tract, a distance of 75.35 feet to a point far corner; PARCEL 24 — PSSE 1 of 2 D221162387 THENCE South 89 degrees 53 minutes 38 seconds Eas#, cnr�tinuing a�er and across said Easi Gate tract, a distance of 312.Oa feei to a point for corner, from which a'l/2-inch iron rod with plastic cap stamped "RPLS 48'f 8" found at ar� inner elf corner an the northerly line of safd East Gate tract �ears Nor�h 01 degrees 02 minutes 56 seconds East, a distance of 2�0.06 fest; THENCE South 00 degrees �6 minutes 19 secands East, continuing over and � said East Gate tract, a distance of 56�.27 #'ee# to the POINT OF BE and CONTAINING 0.8760 of an acre or 38,157 square feet of la less. Notes: i � 1. Bearings are based on the Texas 5tate Plane Coardinate em, �r'h�ntral Zone (42a2), North Americar� Da#um '[983 (2n11}. 2. This survey was completed without the bene t af a u ent title poiicy or commitment. There may be additional easements a!or ri h-of-way that affect this properLy that Huitt-Zollars, lnc. has not been a is 3. An exhibit map of even date her�with acco ies ihis iegal descriptian. I certify that this survey was perFormed on the r my supervision. �.'��;° � - �. lJ •�� f �., Matthew T. Godlew '; F��S\ Texas Regisiratia �% Huitt-Zollars, Inc. Firm Registr 56Q0 1717 Mc ' , uite 1400 Da[ s, a 5 Date: c b .2020 Page 6 of 7 PARCEL 24 — PSSE 2 of 2 D221162387 EXNiB1T "B" Page 7 of 7 _... _ � � ==�. � � _ _ _ ._. _ -- -- �--� �. �-i - -i � s� SAIVlTARY 4� Y G � V NTY Y SED 1804T797��.� I.�� � SHpL LAN� SuRrjS , o.P.R.r.c.r \!� V,/z' IR48W8'RC P S�CBS RR'CT �� �� 3 I �j il - zo� sa,r�irARY s�R �snRr. � � E,asr s,ar� �,= DOC. �D175557773 � i PROPERTlES, 13VC. �. I D.R.T.C.T. DOC. #FD204157813 N- o ` ` � � 1 I � L o.�.�.r.a-r_ �" o � � y � � �� � � � � � I � �r'J CALLED:7_1i0AC. o,n -4 ` J� � �_ _,,," � � � � . ,A . ��7 ` 40' P N Y SEWER 1'. �� EA E EN�T A C SSE) `�, 8, 5 F FH �NdN, LP � �OC. #D2Q467'[537 O.P.RT.C.T. � (REMAINDER) . � �INE BEARING DISTANCE L� S��a��E� �J' n iN 4Q.���b �2 N QQ�Y6���� VV �2�.lO� L3 N 89°�3'38" W 392,Q0' L4 N OQ°45'42" W 1'[7.12` 1�5 S 87°22'42" � 40.07' L6 S 00°45'42" E 75.35' L7 S 89°53'38" E 312A0 L8 S 00°4S'� 9"' E 565.27' I CERTI FY TFEAT' TH1S SURVEY WAS P F D THE GROUND UN�EFt MY Sl1PEi2V151 N �� T s9� • MM�w��NM�MM /� • � T. � FH ENON, LP OOC. #D204071537 O.P.F2.T.C.T. (REMAINOER) E POINT pF BEGINNING N 89°22'i5' E 81.91' BLpcK 25 �RF ENON AV�, � (A VARIABLE-WIDTH RIG1iT OF-WAYj (NO DE�D OF RECORD FOUNp) LEGEND IRF w IRON R00 FOUNO, qS NOTED IPF • IROti plpf FOUND, AS NOTED 5/8" IRON R00 SET YV17H VECIOW !RS O P1ASTIC CAP STAMPEp 'HUITT-ZOWlRS" UNL65 N6TEI} p1HERWE� O PaINF FOR CORNFR � � S�� V�D TH]S SURVEY WAS COMPLETED W[T}{OUT THE BENEF]T OF A CURREH7T TITLE PpLICY OR � � OO O � OO ZDO CO�.IiNITMENT. THER� MAY BE ADDITiONAL �Q FASEMENTS ANDIOR hIGHTS-flF WAY TFiAT AFFECT THES PROPERTY THAT Hi11TTZOLLARS, MATFHEW T. GOOLEINSKI, f2PLS GRAPHIG SCALE IN FEET INC. HAS NOT' B�EN ADVIS� OF, TEXAS REGlSTR4TlON N0.6617 PiEASE REFER TO BAft SCAiE ORA9VING A LEGAL DESCR1P710N OF �yEN DATE 7EXA5 FIRM No. t W25600 MAY MqVE BEFT! RE6UCEp pR ENLARGF�. HEFiE1NlTH ACGOMPANIES TH35 QCHIB]T MAP. ^�/�� E�(H]BIT MAP BASlS O� SEARIf�G: �++��� 40' PERiv1ANENT SANiTARY SEINER EASEMENi' BEAR[NGs ARE eAsm oN THE TExas sTATE (PARGEL 24 - PSS�) PLANE CDORDINqTE SYSTEM, NORTH CENi'RAL Huitt Zollars, [nc. oallas 38,157 SQ. FT. OR 0.876a OF AN qCRE ZONE (4202) NOR7H AMF_RfCAN DATUM 9983 {2011}. 1717 M�nney Avenue, Suite 7400 BLOCK 25, SH�LBY COUN'E'Y SCHOOL LP,NQ Dallas, Texas 75202-1236 SURVEY, ABSTRAC7 NO. i375 Phane (214) 871333 i Fax {214} 879-D757 TARRAt�T COUiVTY, TEXAS DATE: October 30, 2020 Pg.1 oi 1 D221162388 06/07/2021 02:09 PM Page: 1 of 7 Fee: $43.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIAUTY RIGHTS: 1F YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM TH1S 1NSTRUMENT BEFORE 1T 1S FILED FOR RECORD IN THE PUBLIC RECOROS: YOUR SOCIAL SECURITY NUMBER �R YQUR DRIVER'S LICENSE NUMBER. CFW PraJect No. 102152 Hanna Ranch C.[.P. Sanitary Sewer Interceptor Parcel # 24 TCE 8140 FOREST HILL DR SHELBY COUNTY SCHOOL LAND SURVEY Abs#ract 1375 Tract 25 STATE O�'TEXAS § § KNOW ALL MEN BY THE� COUNTY OF TARRANT § � CITY OF FORT WORTH � � � � g �"��,�� � �.�,, , :� � , _ .,, , � i a A F §„p :�i } eW,s �;' y dR-° 8�i 4 s�}� i :�r.�y.w �� �'� � � �� �,3� � N CORPORATION i valuable consideration, the in the attached Exhibits Gran�ar, for the consideration paid to Grantor, does hereby grant, bargain and convey unto Gran�ee, its successors and assigns, the use and passage in, over, and across, belaw and along the Easement Property situated in TARRANT Coun�y, Texas, as described and depicted in accordance with �xhibit "A" and Exhibit "B", attached hereto and made a part hereof, and ingress and egress aver Grantor's properly io the Easemer�t Property. Temporary Constr�ction Easement Rev. 20201029 D221162388 Page 2 of 7 It is further agreed and understood that Grantee will be permitted the use o� said Easement Property for the purpose af canstructing sanitary sewer improvements. Upon campletion of improvements and acceptance by Grantee, ai[ rights granted by this Temporary Construction Easement shall cease. Grantee acknowledges that there must remain at all times for Grantor free and unobstructed access to Grantor's opera�ions site. Accardingly, during any work on or any repairs or maintenance on the Easement Property by Grantee, in no event shall Grantee construct r erect, or allow the construction or erection of, any walls, fences or barriers af any sort or 'n or o�herwise block or otherwise ciose off any portion of any road accessing such op 'o site. To the extent that any such woric, repairs or maintenance on the Easement e reasonably requires any disturbance of a road accessing such operations site, t e G te shall notify Grantor thereof in writing at least thirty (30) days in advance, and su i�o a tor copies of the plans and specifications for such work for Grantor's review an ro icY� appraval will not be unreasonably withheld. Grantee shall perform any s or i a anner which wil] not unreasonably interfere with any business operations c nd t uch operations site, and shalf immediately restore any such road #he o di ' ich existed immediately prior to such work, including restoring such roa fi a leve and evenly- covered condition using the type of surfacing material and q a'ty of c n truction as existed prior to the work, all at the sole cost and expense of Grantee. P' r to commencement of any such work which necessar[ly disturbs or otherwis mpora ' ro '�fis or impairs access to any such operations site, Grantee shall no�ify Gra o ereof in writing at least thirty (30) days in advance and during such work Grantee shaq o�d Grantor with temporary alternate access to such operations site in a location reaso a� ble to Grantor. TO HAVE AND TO HOLD the above des��' �'�t Property, together with, a11 and singular, the rights and appurtenances e fi i a ay belonging unto Grantee, and Grantee's successors and assigns u s ion or expiration of the rights granted hereunder. Grantor hereby bin em el es, ir eirs, successors, and assigns, to warrant and defend, all and singular, � t Grantee, its successors and assigns, against every person whomsoever,�a ai i to claim the same, or any part thereof. This document tnay be E original, but wY�ich togeth nouns and pronauns jr�f \ 7emporary Canstructian Easement Rev. 26201029 ral. iple counterparts, each of which will be deemed an one instrument. When the context requires, singular APPEAR ON THE FOLLOWING PAGEj D221162388 HERETO W[TNESS MY HAND this the ciate af �`� 3� `L� . GRANTOR: EAST GATE PROPER , INC,, A WASHINGTON CORPORATION sy: Ka m' a, Genera! Counsel � � rt ACKNOWLEDGEMENT CETY OF VANCOUVER § PROV[NC� OF BRITISH COLUMBIA, CANADA § date of � � Z� BEFORE ME, the undersigned authority, a Notary Pu 'c i an a the State of Texas, on this day personally appeared Karim Jiwa Gener ounsel o ast Gate Pro erties Inc., a Washinqton cornoration, known to me to be the person whose narne is subscribed to ihe foregoing instrurnent, and acknowledged ta rr� h f same was the act of East Gaie Properties, Inc., a Washinqton corporation and t e h e cuted the same as the act of saici corporation for the purposes and c�ide a' e i expressed and in the capacity nce of ���� ��� � therein siated. � G[VEN UNDER MY HAND AND O F10E thiS,,.t� 0 Notary Public in,,E British Columbia, � �� ��.i5 € �� �L�t:��G J st;��,� �t,P ��� �c,0o� �Q� �CJ • ��i�� 5� V �r����d��-1 �%�,1f�� aLfa L6u`�� fid i �y`�06 Page 3 of 7 Temporary Cons7uction Easement Rev. 202Q1029 D221162388 Page 4 of 7 /:LK��:i���l:�'ii STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, th on this day person� Fortworth � the same person to me thaf the sa as fhe ac# of t i in the �apa hFt'� GRANTEE: City of Fort Warth By (Signature): {Print Name} Dana Bur off � � (Titie} For� Worth APPROVED AS TO FORM AND LEGALI .,� �rtir By (Signafure): {Print Name} M��� M u rr (Title) _ Assistan`Ci�y • . - �`�+:� , � ,t � `T 161-04-2020 / N o M &C r' d harity, a Notary Pub[ic in and far #he State of Texas, E Dana Burghdoff , af the City of Fort Worth, known ta me ta be subscribed to #he faregoing instrument, and acknowledged ct of the Cify of Fort Warth and that he/she executed the same 'orth for the purposes and consideration therein expressed and ER MY HAND AND SEAL OF OFFICE this the date of May 20, 2Q21 � ' e � Not y Public in and for the S#ate af Texas eap5?PYP`�(�., MARIAS. SANC�fEx . .� - La; i>= My Notary ID # 225S49Q :N'. i �+l� :�rF o�„�.+°�` Explre� aecc�mbAr 19, 2021 Temporary Construction Easement Rev. 20201029 D221162388 EXHIBET "A" LAND DESCRIPTfON PARCEL 24 — TCE VAR[ABLE-W1DTH TEMPORARY CONSTRUCTlON EASEMENT OUT OF A CA��ED 7,'[10-ACRE TRACT OF LAND SITUATED IN B�OCK 25 OF THE SHELBY COUNTY SCHOO� LAND SURVEY, ABSTRACT NO. 1375, TARRANT COU NTY, TEXAS BEING a tract o€ [and situated in Block 25 of the Shelby County School Abstract Na. �375, Tarrant Coun#y, Texas, and being a portion of a called 7� af [and described in instrument to East Gate Properties, fnc., a Dacument No. D2Q4151819 of the �ffcial Public Records of Tar a (O.P.R.T.C.T.}, and being more particularly described by me��nd b unc er BEGINNING at a point on the north right-af way line of n n Au � variable-width right-af way; no deed of record faund}, from which a 5/8- iron found at the most southerly southeast corner of said East Gate tract bears N h e ees 22 minutes 15 seconds East, a distance of 51.92 feet; � THENCE Sauth $9 degrees 22 minutes 15 line of said Enon A�enue, a di: southwest corner af said Ea�a a traci of land described in inst�ui Documeni No. D2Q81105 , �i found at the southwest c r o minutes 15 secon_c�'ILe , dis� THENCE Norih 00 d� East Gate Gafe tract; THENCE South iine of s i, along the north rightwof-way o feei to the most southerly , a e being the sauth�ast corner of C3 Energy lnc., as recorded under ..., from which a'[/2-inch iron rod >XT� tract bears South 89 degrees 22 of 312.51 feet; 3seconds West, along the saut�erly line of said 208.04 feet to ar� inner eIl corner of said East ninuies 35 secands West, continuing along the southerly tract, a distance of 3Q.Op feet to a point for corner; THENCE tids�r�es 46 minutes 19 seconds West, over and across said East te c a distance of 258,2Q feet to a point for corner; EN o 9 degrees 53 rninutes 38 seconds Wes�, continuing over and across s id Easfi Gate tract, a distance of 252.41 feet to a point on the wesi line of id East Gate tract; THEN E Nort� 00 degrees 45 minutes 42 seconds West, along the wesi line o€ said Easi Gate tract, a distance of 'i77.13 feet to a point for corner; PAF2CEL 24 — TCE 1 of 2 Page 5 of 7 D221162388 Page 6 of 7 THENCE SoutE� 87 degrees 22 minutes 42 seconds East, over and across said East Gate iract, a distance of 40.07 feet io a poirmt for corner; THENCE Souih 00 degrees 45 minutes 42 seconds East, contir�uing over and across said East Gate tract, a disiance of 75.35 feet to a point far comer; THENCE South 89 c�egrees 53 minutes 38 seconds East, continuing over and ac s� said East Gate tract, a distance of 342.00 fieet to a paint far comer, fro h h a 1/2-inch iron rod with plastic cap starnped "RP�S 4818" found at an r! carner on the northerly line of said East Gate tract bears North �7 r s minutes �46 seconds West, a distance af 262.42 feet; � THENCE Sout� 00 degrees 46 minutes 19 seconds East, continui v cross said East Gaie tract, a distance af 564.89 feet to the PO Q ING and CONTAINING 1.873 acres ar 8�,567 squar e� f[ n fl or less, Notes: 1. Bearings are based an the Texas S�ate Pl e Coo "na tem, North Central Zone (4202), North American Datum 1983� {�2 9�1). 2. This survey was completed withaut commitment. There may 6e additional this properky that Huitt-Zollars, ]r�has 3. An exhibi# map of even survey ! certify that this survey was r � �/ I T� , RPLS . 6817 ir Regi tr tion No. 10025600 1 7 i ey Ave., Suite 1400 DaIE , xas 75202 Da�e: �ctober 30, 2424 m �� � ��' :'�r� IR�i'MEW T, GO[3LEWSKI of �A ssi� ,,:=.. � '-90 ��: � �"-�,�o F�Ss�a��o �.su�v � of a current title policy or idlor rights-of-way that affect ised of. mpanies this Iegal description. nd under my supervision. PARCE[. 24 -- TCE 2of2 D221162388 s I� J I. ■ ■ Page 7 of 7 � � __ -r----� �_.�_�_--�-�,--I 15' SANITARY � � � j ELBY C� V NT� V EY SEWER ESMT_ � I SH p S V R oP °�' cT ,�z" €RF W/ S�No�L LANa � 3�5 � � ^'�P�s 4aia� cAP AB gTRAGT f � [I - l I �,asr �ar� :� 20' SANi7'ARY SEWER ESMT, o DOC. #D1755577T3 � I Pi�OPERTIES, [NC. N.`t � D.R.T�G.7. DOC, #�2D4757899 � rn I{ L7 ca°� �i i-oac. N'° I -` � � .'-- -- --- -- _.. _.,. �,.1 „ , :� � — -- — ..._ .._ � � _.._ .'. �„-_— � .._ � �. �. .� : VAR]AB - f Y � , � � ��� � � � . CON l3C S NT , , (P C 24 TC ) f ; * k� ,� �, 1 q.F o `, � L ��t�7 � , - .S7 c . _ . .,. . � .. ... _�r _iHL_ y..?:e�.i i � : e I� .�. FH ENON, LP T �OG. �D204�71537 � O.P.33.T.C.T. {REMAINDER) � D N � ►�I FH ENON, LP DOC. #p204071537 O.P.R.7.C.T. (REMAINDER) PQINTOF BLQGK ZS BEG[�tNING I�f 89°22'15" E 51.92' 177. THE GROUNI] UNDER MY �17 W 1RF ENo�v Av�. � (A VAREABLE-W[BTH RiGiiT-OF WAY) {NO �EEp pF RECOF2p FO[lIVD) LEGEND IRF • �Rorr Ron �ouHo, AS N61E0 IPF • ERON PIP� FOUN�, AS NOIED 5J9" €RON RDO SET WfTH YF.t1,4W 1R5 Q PWSTEC CAp SiA,�1Pm �HUFfT-ZOI.LARS" IlNLESS NOIECI OTHERWISE O POU17 FOR CQRNER ��yp ���0� THIS SURVEY WAS COMPLE'TEp WITHOUT TME BENEFIT OF A CURIiEN'I' TITLE POUCY OR D UR��' 1 O� � � aa 'LQQ COMiNITMENT. THERE MAY BE ADDITIOiJA� � EASEMEN75 APlD10R RIGHTS-OFWAY THAT O AFFECT THiS PROPEt2TY THqT NUITT-ZOLLARS, MA"fTHEW 7. CsQDLEWSKI, RPLS GRAPM[C 5CAl.E IN FEET 1NC. }1A5 NOT BE�N ADVISE� QF, TEXAS REGISTRqTION NO, 6917 PLEASE REFER Tp BAR SCqLE. DRAIMNG A LEGAL DESCRiP'TIOE�[ OF EVEN SURVEY pATE 7FxAs FIRM NO. 10025saa MAY HAVE 6�kT1 RWUCED OR ENLaRGEO. HEREw17H ACcoMPqNI�S TMlS EXHIBIT MAP. �����-���A, nrs E��B�T� BASiS OF BEARING: .+. VARIABLE-WIDTH T�MP�RARY � i-�` BEARiNGS ARE BASED ON T3-]E TE7GA5 STA7'E �j `„� CQf�ISTRUCTION EASEMENT (PARC�L 24 - TCEj p�,,qNE CpQRRINATE SYSTEM, NORTH CENTRAL Huitt 2ollars, lnc. Dallas 81,567 SQ. FL OR 1.873 ACRES ZONE {4202J NQRTH Al4SER[CAN �ATUM 9983 {2011j. 1717 McKinney Avenue, Suite 1400 BLOCK 25, SHELBY COUNTY SCHOOL LAND DaEias, Texas 75202-1236 SURVEY, ABSTRACT NO. 1375 Phone {214} 871-3317 Fax (214) 871-0757 TARRANT CqUNTY, TEXAS DATE: October 30, 2020 Pg. 9 of 1 PARCEL 25A PE/25A CE D221041089 02/12/2021 03:59 PM Page: 1 of 8 Fee: $47.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONF[DENTIAL[TY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU M/�Y REMOVE QR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT B��ORE IT IS FILED FOR RECORD IN TH� PUBLIC RECORDS: YOUR 50CfAL SECURITY NUMB�R OR YOUR �RIVER'S LICENSE NUMB�R. CFW Praject No. 102152 Hanna Rar�ch C.I.P. Sanitary Sewer Interceptor Parc�l # 25 PSSE and TC� 331 E Enon Ave in Everman, Tarrant County, Texas 76940 SHELBY CQUNTY SCHOOL LAND SURV ABSTRACT 1375 TRACTS 1$C, 25B, and 25F STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § , � _ � �, , �. � . ,. r � �''�'' CITY OF FORT WORTH �" ' �at � � � / � �"< `Cs � � � � -� �- :�._ ` �_� f SANITARY SEWER EASEMENT 4 � r � ;� GRANTOR_ F H Enan Limited Partnership, a Texas limited par#nership GRANTQR'S MA[LING AD�RESS (including Caunty): 4305 Macarthur Ave Dallas, Dallas County, TX 75209 GRANTEE: C1TY OF FORT WORTH GRANTEE'S MAILING AD�RESS (including Co€�nty}: 200 TEXAS STR�ET FORT WQRTH, TARRANT COUNTY, TX 761i}2 CONSIDERATION: �fen Dollars ($10.QQ) and other gaod and �aluable consideration, the receipt and sufficiency of which is hereby ackrtowledged. EASEMENT PROPERTY: BEING more particularly described in the attached �xhibits «A„ and «B„ Gran�ar, for ihe consideration paid ta Grantar and other gooct and valuable consideration, hereby grants, sells, and conveys to Granfee, its suceessors and assigns, an excfusi�e, perpetual easem�nt for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". TF�e �acility SANlTARY SEWER EASEMENT FORT WORTH. Rev. 20204227 �r*rr" i D221041089 Page 2 of 8 incl€�des all incidental underground and abo�eground attachments, equipment and appurtenances, including, but not limited to manholes, manhole �enfis, lateral [ine connections, pipelines, junct[on bpxes in, upon, under and across a portian of the Easement Property and more fu[ly described irt Exhibits "A" and "B" attached hereta and incorporated herein for all pertinent purposes, together with the right and pri�ilege at any and all times to enter Easement Prop�rty, or any part thereof, for the purpose af constructing, operating, maintaining, replacing, upgrading, and repairing said �'acility. In no e�ent shall Grantor (!) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or {II) erect ar permit to be erected within the Easement Property a perrr�anent siructure or building, including, but not limited to, manument sign, pale sign, billboard, briek or masonry fences or wall� or other structures that require a building permit. Howe�er, Grantar sha[! be permitted to instafE and maintain a concrete, asphalt or gra��l ciri�eway, road or parking lot across the Easement Proper�y. Gran#ee s�all be abligated to restore the surface of the Easement Property at Grantee's soie cost and expense, including the restora#ian of ar�y sidewalks, driveways, or simi[ar sur�ace impro�ements lacated upar� ar adjacenfi io the Easement Tract which may ha�e been remo�ed, reiocafied, altered, damaged, or destroyed as a result of the Grant�e's use pf �he easerr�ent granted hereunder. Pro�ided, hawe�er, that Grantee shall not be obligated to restore ar replace irrigatian systems or other impro�errt�nts installed in �iolation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E of the Texas Praperty Code, as arnended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10'� anni�ersary af the daie of this acquisition to repurchase or request certain information about the use and any actual pragress made toward the use for which #he Easement Property was acquired through eminent domain, and the repurchase price will be the price the �rantee pays Gran#or in this acquisition. TO HAVE AND TO HOL� ihe above-describecf easerr�ent, together with all and singular fihe rights and app�rtenances #hereto in anyway belonging unto Grantee, and Grantee's successors and assigns fore�er; and Granior do�s hereby bind itself and its successor and assigns to warrant and fore�er def�nd afl and singular the easement unto Grantee, its successor and assigns, against every person whomsoeuer lawfully claiming ar #o claim the same, or any part thereof. This document may l�e executed in mu[tiple counterparts, each of which will be deemed an original, but which together will constitute ane instrument. When the cont�xt requires, singu(ar nouns and pronouns include the plural. [SIGNATURES APP�AR ON THE FOLLOWING PAGE] SANITARY SEWER EASEMENT Rev. 20200227 Fa�� w�. _ _ _. _ .. . , _ _ ._ . . _ _ _ _ . ,:,.. i :; _ , ,,:.:,. ,;,. ....__ D221041089 Page 3 of 8 GRANTQR: F H Enon Limited Partnership, a Texas [imited pa�tnership By: 3000 W. COMMERCE, G.P., L.LC., IT'S GENERAL PARTNER By (Signature): �` Properky Representati�e (Print Name) ____� � �.�' � , , ,, ,,.� 0 "'�-Title GRANT�E: City of Fo�t Worih By (Signature): {Print Name) � Title APPROVED AS TO FORM AND LEGALITY By (Signature): {Print Name} , Title ACKNOWLEDGEM�NT STATE OF TEXAS § COUNTY OF � § This instrumeni was acknowledged before me on °'� � � �.. �.. _ � '� �, of 3000 W. COMMERCE G.P. L.L.C. GEN�RAL PARTNER for F H Enon Limited Partnershi a Texas limfted artnershi knawn to me to f�e the same person whose name is su�scrEbed to the fioregoing instrument, and acknow[edged to me �F�at the sarrae was the act of F H Enon L imited Partnership, a Texas,[irr�i��d r�artnership and that helshe executed the same as the act � - ,�,,, a,,,Texas limited qartnershi� for the �ur�oses and of said F H, Fnon L[rnited PartnersF�i consideration therein expressed and in the capaciiy therein stated. GIVEN UNDER MY HAND AND S�AL OF OFF'ICE this ��"" day of , 2� � �-� �,�;.� =µ��� '��� Not Public in an for th� State of Texas �_��;,_-�`� E� ��^,.��:;�a E, �'��t���:_� � � aE? "•��.„�€�.=:?E�r F�:�h,€�. �t��� �f €�x��e : E w'-�t�:�as �::i_#7t:. .�.X�}�€���=c i�-:� �_"E3.�5(1 �. � �'�i=��.�y�{?� zEiii�i�-� =1.x �.�'J'��i�F,� � ' : .��.._ . .� �.°,�.��- FnRV r� W�o�. R�V.ZO2flOZZ7 D221041089 Page 4 of 8 GRANTOR: F H Enon Limited Parknership, a T�xas lirr�ited parknership By: 304� W_ COMM�RCE, G.P., �..L.C., IT'S GENERAL PARTNER By (Sig�ature}: �`"'��-'t �- �� Property Representative {print Name) i G /l�L L_ C,�t'�,It.•Ti��e. GRANTEE: City of Fart Worth Ph�S By (Signature): /� (Print Name)Dana Burg�d �F ����Assistant Ci#y Martager APPROVED AS TO FORM AND LEGALITY �.,,�• � ��z�� �.���r.� By (5igna#ure): (Print Name} Matt M�rray t T��e Assistant City Attorney Ordinance No. 24161-Q4-2020 / No M&C ACKNOWLE�GEMEI�IT STATE OF TEXAS § COUNTY QF . ��A� § This instrurnent was ac[cnowledged before me on /�'1 '7 2oza � IN1 � G L C. _ G- 1�- �..._—'_..�. Of 3QQ� W. COMMERCE G.P. L.L.C. GENERAL PARTN�R for F H Enon Limited Par�nershi a Texas fimifed �artnersFtip knvwn to me to be the same person whose name is subscribed to the foregoing instrume�t, ancf acknowledged io me th�t tf�e same was the act of F H Enar� Limited Par�ner�hi a Texas lirni#ed artr�ershi and that helshe executed the same as the acf of said F H Enan Li�nited Partnershi a Texas limited er�nershi for fhe purposes anc! cor�sideraiion ##�ereiR expressed and in the capac'rty thereir� stated. G[VEN UNDER MY HAND ANO SEAL OF OFFICE this 7�' day af , 20 �? .�•"Y P*��., BARBARA E. TWADE3l.E Not Puhlic in an ar the State of Texas . `x°?�P����loiary Publie, State of Texas ='"-�'• 'e� Camm. Expires 1U-29-2420 f�•%; °F,:`• `` Notary lU 880328(1 Re�. 26Z#]a227 �0_ RT�W�OrR,if3. D221041089 STATE O�'TEXAS CQUNTY OF TARRANT ACKNOWLEDGEMENT § � Page 5 of 8 BEFOR� ME, the undersignecf auth�rity, a Notary Public in and for the State ofi Texas, on this day p�rsonalfy appeared Dana BurghdofF Assistant City €�anager of the City of Fort Wo�ih, knawn to me to be the same person whose nar�-ke is s�bscribed to the foregoing instrt,�men�, and ackr�ow[eciged to me tF�at th� same was the act of the City ofi �ort War�h and tha# he/she �xecuted the same as �he act of �hs Giiy of Fort Worth for the purpos�s anc! consideration therein expressed and in the capacity therein stated. G1V�N UNDER MY HAND AND SEAL QF OFFfCE this �'5�h riay of January 2o2q �fal�'/��� �' F sl F{LF+ =z:.�� nf`.. r;���a;v � ��ia���Ta'e ,i Texa� • ��-� rq!::*n_ Fxptia5 ,r,'3-?�-202G ���•,-��_�� � %y��.�«��.+ Natary !� ]3242�52� SANtTARY SEWER EASEMEiVT Rev. 2p2pU22T otary P�blic in and for the State of Texas �OiiTwDR7'F{. ,_.�� _ ,: _ ;... ,. D221041089 Page 6 of 8 EXHIBIT "A" ��uo n�scR�P-�oN PARCEL 25A— PSSE 40-FOOT PERMAN�NT SANITARY SEWER EASEMEN7 Ol1T OF A REMAINDER OF A TRACT OF L.,AND SITUATED IN BLQCKS 18 8� 25 OF THE SHELBY COUNTY SCHOOL LAND SURV�Y, ABSTRACT NO. 1375, 1'ARRANT COtJNTY, TEXAS BEING a tract oF land situated in Bloeks 18 & 25 of the Shelby County School Land S�rvey, Abstract No. 1375, Tarrant Couniy, Texas, and being a portion of a r�mainder of a tract of land described in instrc�ment ta FH Enon, LP, as recorded under pocument No. D204071537 of the Official Public Records ofi Tarrant County, Texas (O.P.R.T.C.T.), and being rnore particularly d�scrib�d by metes and bounds as follows: BEGINNING at a 518-inch iron rod with a[uminum cap stamped "FSC INC TX �IRM #10193887" found at the mosfi easter�y souiheas� corner of a tract of land described in instrument to Benchmark Acquisitians, �.LC, as recorded under pocument No. D220222698, O.P.R.7.C.T. {Tract 2), said point being on the west line af a tract of land described in instrument tn East Ga#e Properties, I�c., as recorded under Dacument No. D204151819, O.P.R.T.C.T.; THENCE South 00 d��rees 48 min�tes �0 seconds East, a[ong th� west line of said East Gate Properties tract, sam� being an east line of said FH Enon remainder, a distance of 40.�7 f�et to a point far corner, from which a 112-inch iron rod found at the southeast corner of said FH Enon remainder bears Sauih 00 degrees 43 minutes D1 seconds East, a distance of 605.A4 feei; THENCE �ver and across said FH �non remainder �he folfowing courses and dis#ances: North 87 degrees 20 minutes 50 secands West, a distance of 382.53 feet tv a paint for corner, and being the beginning of a curve to the right ha�ing a central angl� ofi 01 degrees 46 minutes 25 seconds, a radius af 'f 020.00 feet, subtended by a 31.57 faot chord which b�ars North 86 degrees 27 minc.ttes 38 seconds W�st; Along said curve to the right an arc distance of 31.57 feet ta a poinf far comer; Nort� 85 degrees 34 minutes 25 seconds West, a disfiance af 91$.65 feet to a point for corner; Narth 68 degrees 55 minutes 05 seconds West, a distance of 371.02 feet to a point far corner; 5out� 88 degre�s 16 minutes 30 seconds West, a distance of 690.60 feet to a paint for carner Nor�F� 31 degrees 43 minutes 30 seconds West, a distance ofi 46.19 feet to a point on the south line of said B�nchmark Acq�isitions tract, from which a 51$-inch iron rnd with aluminum cap stamped "FSC INC TX FIRM #10193887" fo�nd at the most PARCEL 25A — PSSE 9 of 2 D221041089 Page 7 of 8 wester[y souihwest corner of said Benc�mark Acquisitions iract bears South 88 degrees 16 minutes 30 seconds West, a distance of 22.61 feet; THENCE With ths southerly [ine of said Bencf�mark Acquisitions tracfi ih� fiollowing courses and disfances: North 88 degrees 16 rninutes 30 seconds East, a distance ofi 721.76 fe�t to a 51$-inct� iron rad with aluminum cap stamped "FSC INC TX FIRM #10'i93887" four�d; Soufh 68 degrees 55 minutes 05 s�conds East, a distance of 373.23 feei fio a point for corner; South 85 degrees 34 minutes 25 seconds East, a distance af 912.79 feet to a point for corner, artd being tl�e beginning of a cur�e to ihe left having a central angle of 01 degrees �6 mir�utes 25 seconds, a radius of 980A0 fe�t, subfended by a 3�.34 foot chard which bears Souih 86 degrees 27 minutes 38 seconds East; Along said curve to the [eft an arc distance of 30.34 feet �o a 518-incf� iron rod with alurninum cap stamped "FSC INC TX FERM #10193887" found; South 87 d�gre�s 20 minufes 50 seconds East, a distanc� of 380.12 feet to the PO1NT OF B�G[NNING and C�NTAINING 2.210 acres or 96,257 square feet of land, more ar less. Nates: 1. Bearings are based o� the Texas State Pfane Caordinate System, North Certtral Zone (4202), Norfh American Datum 1983 {2011). 2. This survey was campfeted without th� benefit of a current tit[e policy or commitment. There may be additional �asements andlar rights-of-way thai affect this property that Huitt- ZolEars, Inc. has noi been advised of. 3. An exhibi� map of even survey date herewith accompanies this legal description. I certify tE�at this survey was perFormed on the grouncf under my supervision. �� YQ�'�' C.,/G �� � �-� F. . c.. ;..,�;�;. : -� Matthew T. Godlewski Registered Professional l.and Surveyor Texas R�gis#ratinn Na. 6817 Huitk-Zollars, Inc. Firm Registrati�n No. 1p�256a0 1717 McKinney Ave., Suifie 1400 Dallas, Texas 75202 �ate: January 4, 2020 Revised Date, January 29, 2021 5�:� a�` � ��o'••'v�� MAi��iEw �:�cooi�ws�i .. :.Q...6817� �,,:Q � ��9,�� ���sstiot�'.-��O,,� �`�41:. S U R`� �v�'J PARC�L 25A — PSSE 2 of 2 D221041089 ■■ a■ ■ ► h^ J ai Z M d N M� fAm~r j n U r fJ +r F- U U � � Q Y�a� QC7� Y � U z a`� �"W LL � (] �I � uJ � a r ! I ----� � 4 ---w------------------ __- ZZ Y n � lr�--------___-"_--- ZdN� (� I � [1 � ¢m i � � � Q��U � m �-- �Q I 2 Q^ p.. � ' � a n H� I�a (� f I W Z m I Z o F- � �-=mCY � � �QVO ' -JLL.Z i � o � ,�H { }*' V � �" Z N� { i I O N H Z I a� Q Z I I m a W� U d.' O F �¢G1 O ~ z��Q 1 - I— � I r a I� � Nc�y~ I W p� �� �� Q � �aka� �� i i oa r,�j W�� � Wx�a I I�C]�� � C3LL1 j� v)v w4�p I dti0 I � o � a m U� i �o , ro ' � �� a A , X p ' ------------ __----' '_' '�—_'—'_ 1 � ----- �'-�-- -----�500°43'01"E E45.13' ai � 4 � i 4i� � Il M � � I�} N F � U 1�L�___'_ ___-��_=W. ! i� LO ^ ¢ Ci � �' � w "� r i`� , Y� ti F �� i �s.� i �� � W O 4 - e '}� m h I i ' �� m� � ti F �! I o � N ia �� I�U 0 1 t� Q�no �� �r¢-u"'�,: N �' N L[1 ,f w °" � i ¢� °' ¢�m� ao ��� C� a� ���oa � `� � � � z i! N d � W � I ! �mMc,m ri � ii � 31 � � II il J�i I I d� mU I! fl � ir �,v + � U � ! I � � i F u U N f I q J p� I f r i � m I v; wii� i� � � f � i n N I I N � � , � � U ry � If M �� �cv � m � � � W � I ���U fq � � � ww ¢� � fi� �� � ❑ � 1}� U � �; -------� i � � N �- '� W � r.N� o D7 m � ¢ � � �V U �¢ Z �a W m �v z �o _JY �r� _Lr_�^^_ __ -J^~��� G 8Rfl4K5 S � OF �NAYi r �AVAFt4A8L��4DTkiR4G1-4 ' Dp� �203279T89 p P.RT.G:T. Z � Q � J r J ❑ � ---------- Z �-- �� � � U Z (1j � � � Uj � � Z � �� r �n�'~r � N U m ClN�� � �o�� W a cn � o �: I � � �""" � w m H� d� O Hd�K t -2 —._ y _.—._a � o � € _. -__M17 - c�., � o O i z 7 _ � - m � �` �� � ry p � �3 � ��/ 4 �� i Nou�`i,��i t� O r m � Qomracn 4�J�U m Z � � U � tLl � �� W �` �n u�7 Q ti ~ � � U z#i-- � U � � N O O =�Qa� � Q Z = [¢Z .~�UO�J U�p¢� �a¢��i4 — � J m O� l L ��y�¢Q a � QZ�� n Ud'!��f�Q �wn� Q V F � O � �¢ ¢�m w�zcn'�p �n��zZ � �z� �h-� w�� �nu.��U� 2u�.iOQ� V �mVwa? F Z n W ib U m }.�- � � � Z Q x ❑ Z w ¢ 6 } � (� W � � Z ¢ � ¢ � � ¢ � Z m ¢�z 0 O � p � Z � a � Z mm�° Page 8 of 8 r O m i�. � LS Q � ~ ! � ��-- � Z � � � I po1-Z za�Q I LlJ � p: � � � � � I Q � �Nf7 N�Ol9 � r�oua�o��ldt�ixoaadv�, � � � � �z Op w- � � (.��7 � Q � O Z 0 � � � � a W O �o � � ¢ w ❑ Q w� H �i �w tZlt � � � h- � O t�il O � F- � �n �� �U 13J ¢ 0 2 Q � �w u! � J Q = 0 w a � r�- ` N^ � c a n � � � 3 Vr7 O � � ��s �� o Z � � z _� �a a w ci a� 'wn� _ � 3'�- � � a � Q U g a z � � o c� � �s �l7 z` ��fi d 0. • • O D � U � � � � s.. a � ai N O L� N (6 O 3 N C 'V � � � C Q � � � z t� a� � D CUW�fl � Q"' ���X �¢ } Ll1 M=�03^^�F^^ Q ¢ J N � ~ ���nipU� {� U � mZ��>-t-p X � � � W � F � �aZ ��z��'u�i� C!. � � � [�L' �' O � � � � � w U� � W �} � � m N u~i � o � o � { m �[�1�N � N X W aN� �� y � � H M C � UY �� � U . W � � mm `mT�v o� � N y � � s a ' -- - � �_ojm- - _� I W W � ' v � �Lf.l�;"�¢ I O' � f� ¢ � Q � a���� � p�U� OO�Q �ca z �� ��� i� I I �-'— Q __'—"—"�_....- � W I f ' --� F J �� I Z � � p �'I! � � Zm � � z� � I1 rn I ���_'� I n � � � ��Ci � i Q �n � � � � � � � � -__--._� � �, � ��� j I � k � i � �i ¢00 � �i � i I � � � �----"'� z ' ' u� r� 11 I !V J_r � ki i� � �----"" II � , li ! V _� � I il i �N ---� Z o ci--��,.---�---�1 w ��NN � r� O fC � � �a �n [� O N ti m� m U O Q � 3 M �n m O r K) � w � o � �I7 � � ¢ U � d U _ Ll. Q d � � ¢¢ �� Q� �� ao U p �w � V �o �w O� "' z �w � W 4m W � � wa �n = 4 } �a A � Z 0 � � � � O � t� p fJ n. � ¢� �� � � � _} � � � W �z Q = 2 � � Z �� � O H � K� U� m � # �� < ��U ..�� � �-zn z � � � m � 0 z � 0 u}t K � � ❑ � � J tl7 z ��a � J V% N � i�s.o 4 H�Z �ZW� = W � ��q '2 ffFX�- S,ays. �..•• •: � : •. 6'p .>•Y �° :�: ~y:va :O: � 0:7 T(��.� ��r W:� V�:F%�� �'� Y�6 : ��i,l � QQ.�.�Q S•• : � :••'�P D221041090 02/12/2021 03:59 PM Page: 1 of 8 Fee: $47.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -���,� MARY LOUISE NICHOLSON COUNTY CLERK N�T[CE OF CONFID�NTIALITY RIGHTS: 1� YDU ARE A NATURAL PERSON, YOU MAY R�MOVE OR STR�KE ANY OR ALL OF THE F4LLOWtNG INFORMATION FROM THIS 1NSTRUMENT BEF�RE [T IS FILED FOR RECORD IN THE PUB�,IC RECOR�S: YOUR SOCIAL SECURlTY Nl1MBER OR YOUR DRtVER'5 LICENSE NUMBER. CFW Project No. '�[12152 Hanna Ranch C.I.P. Sanitary Sewer Interceptor Parcel # 25 PSSE and TCE 331 E Enon Ave in Everman, Tarrani County, Texas 76'[40 SHELBY COUNTY SCHOOL LAND SURV ABSTRACT 1375 TRACTS 1$C, 256, and 25F STAT� f�F TEXAS § § KNQW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § � 't� , _., . : CITY OF FORT WORTH � � �C` (� l �3 �-��' <' c' � S� �'- C. � � _ ,_ TEMPORARY CONSTRUCTION EAS�MENT DATE: - - �c GRANTOR: F H Enon Limited Partnership, a Texas limiied partnership GRANTOR'S MAILING A�DRESS {inc[uding County): 43(�5 Macarthur Ave Da[las, Dallas County, TX 75209 GRANT�E: CITY OF FORT WORTH GRANT��'S MAILWG ADDRESS (including Caunty): 200 TEXAS STREET FORT WORTH, TARRANT CQUNTY, TX 76'tQ2 CONSI�ERATION: Ten Dollars ($90.00) and other good and Wa[uable consideration, the r�ceipt and sufficiency of w�ich is hereby acknowEedged. EASEMENT PRQPERTY: BEING mare partic�larly described in the attached Exhibits ��A„ and «B�, Grantor, for the cansideration paid ta Grantor, does �ereby grant, bargain and conrrey unto Grantee, its successors and assigns, the use and passage in, o�er, and across, belpw and along the �asement Prope�ty situa#ed in Tarrant County, Texas, as described and depicted in accordance with Exhibits "A" and "B", attached hereto and made a part hereof, artd ingress and egress aver Grantor's property to the Easement Praperty. Temporary Construction Easement FOR— T WORTH. Rev. 2019 � 210 ��— _ _ : _ : ,., . ,.. D221041090 Page 2 of 8 It is further agreed and understood that Grantes wi[I be permitted the us� of said Ease�ent Property far the purpose of canstructing sanitary sew�r improvements. Upon the earGer of compEetion o� i�-npravemenis and its acceptance by Grantee, or 24 months frorra #he cammencement ofi construction of said impro�emenis adjoining the Easement Property, afl rights granted within the describec! Temporary Construction Easement shail cease (the "Terminatian Date"}. TQ HAVE AND TO HDLD tF�e ai�o�� described Easemeni Property, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successars and assigns untii the Terminatian Date. Grantor hereby bind themsel�es, iheir heirs, successars, and assigns, to warrant and defend, all and singular, saic! easerr�ent un#o Grantee, its successors and assigns, against every person whomsoever lawfully ciairning or to claim the same, or any part thereof. This documen� rr�ay be execufied in mul�iple counterparfis, each of which wil[ be cieerr�ed an ariginal, but which together will constitute one instrurr�ent. When the conte7ct requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FQLLQWING PAGE] Temporery Cortstruction Easemeni Re�. 2019 # 210 _ ,.. . _. � __ FoR_ �r, w�oRT, H. D221041090 GRANTOR: F H Enon Limitect Partnership, a Texas Gmit�c! parknership By: 3000 W. COMMERCE, G.P., L.L.C., IT'S GENERAL PARTN�R By (5ignature): _' : �t � � .. .............. Property Representati�e � . � (Print Name} , _ �_ �.. C�.~.�.������,����������.��,.,.,._..—��tle .� ���.�,.�,��.����������,.,.... GRANTEE: Ci�y of Fort Workh 8y {Signature}: (Print Name) T[t!e APPROVED AS TO FORM AND LEGAL[TY By (Signature): (Print Name} , Titie. ACKNOWi.E�GEMENT STATE OF TEXAS § COUNTY OF § TE�is ins umenfi was acknowledged l�efor� me on �� � � �- � � � of 3000 W. COMMERCE G.P. L.L.C. GENERAL PARTNER for F H Enon Limited Partnershi a Texas lirr�ited artnershi knpwn to me to be fihe same persan whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of F H Enan Lirnited Partnership, a Texas lir�ited„�arinershir� and thai helshe executed the same as the act o# said F H__Enon .L imited_ Partnership, a Texas lirnited qartnership for the purposes and consideratian therein expressec[ ar�d in fhe capacity therein sta#ed. GIVEN UN�ER MY HAND AND SEAL QF OFFICE this �� day of , 20 ,��. �"�_, �.��5�� ;=R� &ff�s � `i' ' s ���F`�'--'�c-� �. ��i�'��i..0 �- _ a.:�'- -�� � _ - ��;` pp_�it3t�=:��:��i;�,S¢ac��tTex�s= �f=����; �G=,:r�_ �xfir�s i7•-2�-2�2� � �� ��F-�;Yd[SI_ •'��Y3r_�_� #�zd?�.� � - �:���� . � � otary Pubiic in d far tFie State of Texas F0�_ 7,��0�. Page 3 of 8 D221041090 GRANTOR: � H Enon Limi�ed ParMership, a Texas Iimited partners�ap By: 300A W. COMMERCE, G.P., L.L.C., [T'S GEN�RAL PARTNER By (Signature}: ' � Property Represenfiati�e (Print Namej y L L�. �l�'�1�Ti�1e __�ji,�S GRANTEE: CiYy of Forf Worth Page 4 of 8 { � By (5ignature): i � �' � (Print Narne} Dan� Burgh off i���Assistant City Manager APPROVED AS TD FORM AND LEGAC.ITY ��`�Zeuu� ��t.�� By (Signature): {P�int Name)M��� Murray T���� Assistant City Attorney Ordinance No. 241.61-04-2020 / No M&C ACKNOW�.EDGEMENT STATE OF TEXAS § COUNTY OF �,Qi u.k� § Tt1is instJ'ument was acknowEedged befare m� on _ i'�'i qr��� �a �,o ��� ��� � L � .. R-P�l�— of 300� W. GOMMERCE G.P. L.L.C. GENERAL PARTNER for F H E�on Limited Partnershi a Texas limlted ar�nershi known to rr�e to be ihe same person whose name is subscrib�d tt� the foregoing insirument, and acicnow[edged to me that the sarz�e was the act of F H Enon of sai�! F H En ��p' a Texas limited �artnership,anci tha# he/she executed the same as ti�e act irnited Partners on �imited Partnershi a Texas iimited artnershi for the purposes and considera�ian therein expressed and in the capacity therein stated. GIV�N UNDER MY HAND AND SFAL OF O�F10E this 7� day of , 2o ao- otary Pubiic in d for tiie State of Texas �����ufrs�i BAFiBAHA �. i4VADDLE ���r�`!� ��s : �_ � G��Notary Pu61ic, State of %xas :h•...= }� Corram. Expires 74-29-2D20 ''•Fof�:` Notary ii� $843280 FORt��TH. � _ , . ;,;:. ,.,: D221041090 STATE O� TEXAS COUNTY O� TARRANT ACKNOWLEDGEM�NT § § Page 5 of 8 BE�ORE M E, the undersigned auil�ority, a Notary Public in and for the S#ate of T�xas, on this day persanally appeared �ana �urghdotf .�S�S��nt c'r� "'�"ager of #he City af Fort Worth, known to me to be t�e sarrie person wYaose narr�e is subscriFaecf fio the foregoing instrument, and acknowledged to me that the same was the act af the Ciiy of Fart Warth and that �e/she executed the same as the act of the Ci�y o� Fort Wor�h for the purposes and consideration therein expressed ar�d in the capacity therein stat�d. GIVEN UNDER MY HAND AN� SEAL OF O�'F[GE ti�is 1�th ��y �,� January �p20 „����{�E ���--'�� �"� Natary Public in ar�d fnr tf�e State of Texas : �>R� :;c�4e E.li+1�`1 ���"-i;�_ ai�Y� �E T�x�S a2 .�� - ' �� � -'J:2-,}�-d��Q s'''� f��t="'ff'E. P��� �LAF,��'� - R1�tRilY �� 1�2GL2`�2� ��+fElt»�� 7emporary Consttudion Easement Rev. 20�i9121 p ��� T�Q��. �. � , D221041090 Page 6 of 8 �XHIBIT "A" LAND �ESCR�PTION PARCEL 25A — TCE 70-FOOT T�MPORARY CONSTRUC710N EASEMENT OIJT OF A R�MAINDER OF A TRACT OF LAND SITUATED IN BLOCKS 1$ 8� 25 Q�' TFIE SHELBY COUNTY SCHO�L �AND SURVEY, ABSTRACT NO. '[375, TARRANT COUNTY, T�XAS BEING a tract of land situated in Blocks 18 & 25 of the SheEby County School Land Sur�ey, Abstract No. 'f375, 7arrant County, Texas, and being a porCion af a remainder of a tract of land d�scribed in instrument to FH Er�on, LP, as recarded under pocument No. D2D4079537 of the �fficial Public Recards ofi Tarrant County, Texas (O.F'.R.T.C.T.), and being rr�ore particularly described by metes and bounds as follows: B�G[NNING at a 5/$-incF� iron rod with aiumir�urr� cap stamPed "FSC INC TX F'IRM #10993887� found at ihe most easierly southeasi corner of a tract of land ciescribed in instrumeni to Benchmark Acquisiiions, LLC, as recorded under �ocument No. D220222698, O.P.R.T.C.T. (Tract 2), said point b�ing on the west line af a tract of land described in instrument �a �ast Gate Properties, [nc., as recorded under pocument No. D2Q4151819, O.P.R.�'.GT.; THENCE South 00 degrees 48 minutas 00 seconds East, along the west line of said East Gate Properties �ract, same bsing an easi line ofi said FH �non remainder, a distance of 70.13 fieet fio a po�nt for comer, from which a 1/2-inch iron rod fgund at the sautheast corner of said FN �non remainder bears South OD degrees 43 minutes 01 seconds �ast, a distanc� of 57�.98 feet; 7HENCE Over and acrass said FH Enon remainder the following courses and distances: NortF� 87 degrees 20 minutes 50 secands West, a distanc� of 384.34 feet to a point for comer, and being tha beginr�ing of a curve to tE�e right ha�irtg a central angle of 01 degrees 46 minutes 25 seeonds, a radius of 1Q50A0 feet, subiended by a 31.50 foat chord which bears North 86 degrees 27 minutes 38 s�conds Wes�; Afong said curve fo the right an arc dis'�ance af 31.50 feet to a paint for comer; North 85 degrees 34 minutes 25 seconds West, a disiance of 923.04 fee# to a point for corr�er; Nor#h 68 degrees 55 minutes 05 seconds West, a distance of 369.36 fe�t ta a point far corner; Sou#h 88 degrees 16 minutes 30 seconds West, a distance ofi 699.00 feet to a paint for corn�r; Narth 31 degrees 44 minutes 54 seconds West, a distance of 56.02 feet to a point on �he west line ofi said �H Enon tract; THENCE North 10 degrees �5 minutes 35 seconds West, along tf�e west line of said �H Enan tract a distance of 29.74 feei io a 518-inch iron rod with a[umin�m cap starnpec! "�SC PARC�L 25A — TCE 1 of 2 _, , ::. .. ._ D221041090 Page 7 of 8 [NC TX FERM #10193887" found at the most wester[y southwest corr�er of said Benchmark Acquisitions tract; THENCE With the southerly [ine of said B�nchmark Acquisitions tract the following courses and distances: North 88 degrees 16 minuies 3� seconcis East, a c[isfance af 744.37 feet ta a 518-inch iron rod with afuminurn cap stamp�d "F5C INC TX FlRM #10193887" found; South B8 degrees 55 �inuies 05 s�cands East, a distance af 373.23 feet to a point for corner; South 85 degrees 34 minutes 2� secands Easi, a distance of 992.79 feet to a point for corner, and being the beginning ofi a curve ta the lef� having a central angle of b1 degrees 46 minutes 25 secands, a radius of 980.a0 feet, subtendec[ I�y a 30.34 foot chord which bears Souih 86 degrees 27 minutes 38 seconds �as�; Along said curve ta tha !eft an arc distance of 30.34 fieet to a 51$-inch iran rod with aluminum cap stamped "F5C INC TX �lRM #10193887" faund; Sout� 87 degrees 20 minutes 50 secands East, a distance of 380.12 feet to the F'OINT OF BEGINNING and CONTAINING 3.902 acres or 169,947 square feet of land, mare or less. N otes: 1. Bearings are based an the Texas Sfiate Plane Covrdinate System, Nortf� Central Zone (42Q2), North American batum 1983 (2011). 2. This survey was completed withaut ihe benefit of a current tiile po(icy or commitment. There may be additional �as�*ments andlor rights-of-way #hat affect this property thai Huii�- Zollars, Inc. has nat been advised of. 3. An exhibit map ofi even sur�ey date herewith accompanies this legal description. 1 certify that this survey was Perfarmed on the ground und�r m y supervision. � / fi Y���'�.✓L -CE•OF.. F Matthew T. Godlewski Registered Professionaf L.and 5urveyor Texas Regisiration Na 6817 Nuitt-Zallars, Inc. Firm Registration No. 10�25600 1717 McKinney Ave., S�ite 1400 �al[as, Texas 75202 �ate: January 4, 2Q20 Revis�d Dafie, January 29, 2021 � ��G4� R� �:9N , .......................• •---•--� MATTHEW T. GO➢LEWSKI ,.<:I �,•S$� %.• P;:Q' ��� SUR���o� PARCEL 25A - 7C� 2of2 _ . . , _ _ , . ;,,;- _ D221041090 � � i ,..._ � < a � , --� � u zz� � Z � w� U � ' a ro Q ONU Q I � LL `h � I` m U` ?¢n� � � ...ir=l�:w �m� m � z��� � ��u..z � ci � � {o��'z Oz ?�00 p I uZs�[i� � �~� „� j z -- I��p� € �m i � � � i � __'—__._.-_'—" "u.-__.....-_ ❑ 1I � --- t � -----•i----- �rt___ _ _-__�_____«-,-_____-_� i�w ' I Is U m � Z�o I 0 i iQ zm � ��r irn w-�F rr , ii�_ a��c., �I C�m" � I f� � ��N~ E W N Q' t ! 1� i� � W� Gl. � W� Ll. � R W'� o � a�� � 4 f i a Q X � � � _"__' �_'-,.. -� I . S 00°A2'25' E 574.98' U U EI i I�� � � i I � � � q IV � li � � V J LI_��.,..- --W � � \ yS i- N H a L�.I.. »- l^7 j � 7 Q N U �� U � I i 1k ��~ F � I �___u.....�- I I � I W � m� � P �� H�� � I i b � � v? �r� I p=�O �� ��inti��', N I I N LS� Q Ur q � Z W p�% f+ � � ' m I I m N a� �¢��a Ni�� Z I [n N � W[a � sn ��� t�n I I �� � �r� LL f v � F -� ui z �, � H w- � �nm�� � n U � ('Jw-t-U U N � ¢ Y � � � 0 �� i.j.�l �.�„' m r _ --�! W ` ^ 4 li � � ii Q ' ii �noo�a J I o �n �n T N� D�7 �[��7 �� f0 [? N CO fV W � �p�-r�i� f� oto�nmc� € si u � � � o � j ! 4 � � � U I Q R: �n U F� m � m it � fl ' N �f m ri U � �i � � � ¢ � I I If N W � W � 1 I � � 11 � � f I � � II �! M W I I II m � ' � � ir fi ir ri U � V J � � 1 W I � m Z O F- m ~ N � Z I � N U � 2 � � � o � ¢ N� O� i y N a� ��m�� ¢00 —�--¢��� __ 6ON�'� V _ niUQO � � _ _ _ _ ��` m � CIJ � � � � � M W � � � � � � h � � Z � U ❑ �n n p o !-- Z a � U � � � W Q � � [� U O � � � a � N tl O axn xoo'�e �»».{I � � NOIlV30l3itlWEX021ddtl i I I z � Q � J� l r J ❑ � °z ------------ U � - �� U � N J � � Z v 4 0 j N U F � dNFU � Vo�a 4 N � � � E � I o � � Vi �� -------# i � I I � Y F- x i'' n I N ¢�� i3� �� � � � U z -� � w Z 3� , w � �� z ` 4 �o �� L� �= r�^� "� J ftOY C. 6RdOK5 a T�F �NA`� �-`AVAR4A4OG #D2❑327 789 p P.RT.0 T. Z O n � � � O � � Z � � �� � � W �� z� �� m� UJ �' Z Q� 2 � �- Z Y = LL Q M � � W � V � Nii- �-,��- �_^M1F�_ i M'�i A�� � � �� ' �i/ I /� �7 � � w � `3 ~'-�� � � � "' 3 � ���Q � � �1�� �� �(,�/)N �� � � � � �1/� �p� F-Z W �� � � , = i-- o �s � � � � � � Q � � 0 ��� ��+�-T z � i i � � � � I1 � ' __-..,.,.'�'__-' W I k r---� Z _'_ J 1i 'I I I I �� O C� � i� o � � � � Z � � f I m I �„f 1-�_4 I � I 1 �} Q n�? I __� W � � 7 � F � d,% � _' � �� - � ( n t i � ' � � a r� � i � I QOp � ioik --� i € � i o �----�- � 1 E � E I � � � l� Z � i � � �--._ - , � 1�,�_�-- '� Ei �i h � I f E � i iE 11 I � I ' �� _ I � ,� - p ' �UMF- Y'_,.= " __ "-Z Z o U..._.---'"----J LL D�nF � � � � � � N � c��7 N !n'n �U�p O O � LlJ Lct Lx. � Z � � � Q U � O �} � a ¢ O � ifi � Z i'3 c7 4� �Z O � J � ¢� �o w � V Q = m� o� rz �� wm � w� � w� �� ¢y � 4 2 � � 'a' W F U -�-�^� 0 c7 �Z❑ 0 � � U . ... ..,. ..... . . ��¢a`� �OZ=� 5U°'�� O�p¢d �°a�� u_ �" ❑ J m � � 31 Y^w � [�- I-� O � Q S � ❑ a � ��-�.�'N } ^ ��a��¢ rn���az QU�-ZOw �¢ 40.m 11i�"Zfn�� �p�Z�Z �H�-il1F� u�u.��U= SwOQi�'i.0 F- (A Ci W Q ? �� �z Op F LL Ll"� (z7 � ¢ � � x Z � � Z � O � � W m �} ¢ q �o 7 � 4 w o� �m m� W� w� H O uyi O a �O Uv w4 u1 c� � � � C7 � W � � � S 0 w a � Q � r � N` � a '� m a� �� Ur7 o F rn a � o �o �'_ a � � h x � � � � a ¢ � � o¢���� z � x v+ � � F- � � � o� Z O � o � � _ �� � �i � � a a • ' b O �' f�ll p,-' � �;S•": � Y � ;vQ : � : > •�7� �: �' � � �Q, : _ ? �� �5�. � G i.��1 1r, ¢ � : . ��� � Z N w in U m � � � ��� _ � � 0 � U } �' (} W � 2� Z ¢ � ¢ �' m 4 H z m ¢�°z O jL 0 N Q � U � Ui � c/� ¢zaZ m m � N Page 8 of 8 r O 05 LL 0 N � N � � � � Q� �L' y cp � � O z Z � O J O UV�a� � � � U � ya � ¢ Q � X ZN p�Zt�W- d � J m Z � ¢UW`'�pU� f�Q Q O}�� z�LL�m�U W � w � � W � ~Ll1 �N�Q � ¢ (O Op (n ~ OIJ.I�� ll.. Y O O � m � � L6 p � O n V � m �A w � '� � v N N m O j�� Cti 7 N ` � V-- M C m UY �� �� �m °� mr�r ✓ °� v N � � C �� O S d �` s � ti w � z O u}i � � � � 0 g Y � �}z 7 0 p J f�I1� Q�'8 fl LL L7 � •- ��Z � K a = W Ey r� � � � PARCEL 25B PE/25B CE PARCEL 26PE/26CE �� � � �� � � ���������� ��� ������ � �:�� ��f ��� � ���r�itt�r: �1�EIV� El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��, � � � f�l�r� L�ui�� �li�h�l��r� xx xx x x x �xx x�x x xx� x x� xxx xx xx xx �x�x �x xx� x x�x�x x�xxx� xx xx x xx xx �x x x x x x x x x x x x s� x xx x � � x ao�x x x x � �is x x x x x x x x x x x x x x � x x% x xx x x� xx x x x x �s x x x x x x x x x x x x x x x x x x x x x x x t x x x x x x x x x x x x x x x x x x x xx x x x x x x x x t x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x t x x x x x x x x x x x x x x x x x x xx x x x xxx x xx xx t x x x x x x x x x x x x x�c x�c x� x x�c x x�c x x x x x x�c x x�x x �x x x x x �� x x x x x x x x x x x x x x x x x x x x x xx xx xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x�c x �e x x x x xxx s�ex x�x x x s�e x x x x x x xxxx xx x x x x x x x � x x % x x� � x x x x x x x x x x x x x x x x �x x x x x x x x x x x x x x x x x x x x �uc x x x x x x x� x x �x x x x x x x x� � xy�c x x x t xx x x x x x x x x x x x x F��: ���.�� � x x x x x x�c x x� �� % x x x x xx x x x x x x x x x� x x x x x x x x x x x x x x x x x x x�s x r� � x x x x x x x x x x x x x x x x x x x x x x x x x x x x�c x x x x x x x x x x x x x x x x x ��� �.A . .. . ��... • . . ... � »�%: �Y+o-� +¢x�•. . . . ]j S' . . � 7C . Y]OC.:. . � ..' . • .'. ... . . . . . .X h . . �y. . . � . .'. � � � �� µ � ��� 4 ��� � � ������� ���i0i0F�7� +� M.H� N����� ����N����� �������H � � � � � � � � 4 ��� � � � � �� 4 �J� �� � ���'�� � � F f SC%SC SC%SC SCSC% %SC SC%SC SC SC% SCSC% x x x x x t x x x x x x x x x x x x x x x � � .����� ���� � ����� ���������� �������a � � x x� xx x x xx x x� � x x x x x x x x x x x x x x x x x x � x x x x x x x x x x x x x x x x x x x � ��� �� ��� �� � �`�� ��� ���� �� � � _ ��� ��� ����� ���� ��� ��� ����� ����� „ �� ��� � ��� �� ��� ��� ���������� �� ����� �� ������ ������������ * � �� � � � � ����� ��� � �� �� �� �� �� � � ������� ��� ��� ����� ������� �� �� ������ � �� � ��� �� � ������ ���� ������� � ���� � � ��� � � ��� � ��� ������� �� ������ � ��� ��� ����� ��� ��� ��� � ���������� ����� ���� ��� �� �� � ��� ���. ������� :�:������������:���:�:x.. �� ����� � � � � #�� A x x x xx x x x x x x x x x x x x x x x x x x x x x x x x . xcdx:w�'x�F�..::� . • • x •,�,� v '�: � x. . �� ���� ������ ����� ����� �� Y�����r��':::.��r�r������������� . . : . .S: . . . • : . .• .. • ••• . � . . . . �� � �" . .���•�.�. . . . . . � • �������� ���� �� �'�� ��� �:� ¢ � � �� ����� �� � �� ��� � �.�� � ��� �� � �� � ��� � � � � � � � � � � � �. � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � ����� ��� �� p �r�p�rt� f� � r� ���rr��r�t �i r��� r ����� ����� . ..# �I���. ���� ���� �� �� ��� ��� �������� �I ������ � ��� ������ :���� �� � ���� ����� ���°°°� � � � � . .............. ............ .............. ...... ..... ...... . .................. .. .. ...... .. .. . . ................................................................................................................... ........ ................. � il���� il� � �I��� . . { �I����1� �I� �����1�� ������ �����.. . .. ... �� ����. :.. . . . . ... �: . ............... �r� i n� r��� IV �� ��l�l-��-���� � �! � �I�� �c x �x x x x % x x x�x x�1 x x x x x x x x � x xx x x x x�x x x s�ix x x x :� � .. .. . .. �� � �� � � � �� � � ������� � �� �:�������� � � :�. .� ...���. �:. � . � �.�:�.� � �.��: �.� . ��.� ��.� .��� �.����. �� ����� � . . . . ....... . ... . ..: . .. . .... . . ���� ����:.:��� .� � �� ���������� �������� . ... :� ���. ��x����:.. � :.....:.. .��.:.:��:. �� ����:��:�����::�:� ���� ...... . � � :::�. . ................... ..... . :. ..� ���.� . � :�x:����� .�:�: � . . . . . � . . . . . �� �� � � � . : �� � � � � � �� �� � � �� � � �� � �� �� � �� � � �� � � ..........................: ....v�v ��� � � ................................. ... .:.:... � �����vvv������� .... . ...... ��������� ��� ���� ���� ����� ���� �� ������� ��� �� ��� ���� �� � � ����� ��� ��� ��������� �� � � � � � �� �� �� �� ��� ���� ��� ��� � �� �� � � ��� �� ��� �� �� � ���� � ��� � � �������� ��� �� � �� ��� ��� �� ��� ���� �� ������ ��� ��� �������� ��� ������������� ������� �������� ��� �� ��� ������ ������ � ������ � }� ����� � �� � ��� � �� � ��� � �� � �� ���� � ��:.� ��� �� .� �,x„�x+. •. Y. ` � ,���..�� �..... . . .... � � * . . � . ..�.�.. Yi:xx�i�i�i�i�i ....' ....�...... .... .. � :x�a�cx � , a�a�i�:� . . � X� .'.'.'.'.'. .'.'.'.'.'. . . .'.'.'. . . .. . . . . �'� . ... . �'•.::•. . . ... x• . . ••y i2� .'°�x .•. . � .� . . • � ::• r �... .�� �?wcc;,v::x&'�'.' �F. . .x . • . . . k. +7$�' . .. . . . :�C%:.:.yy............y ........ .. .. ..]G� {..%:� . .. . .. ..�CX:.:.]GC. . . �vv:+C .... . .. .... ..... ..... . .......... �:.x. K . :x��..:.:�::. . ��`'�x:.. .�� . .�`. .� . .x� . ;�: �`. .��. . �.. ,�iF�' ':i2�x. .. iG�'. ...�dFx'� . �6x }� . v:.xc. .....• xi�:.x«•. .¢ Y�x:V:::• an+c :•.{ ....3� . ::.:x•. . . � . .�:: . . �c. . . .:h.• .�� . wy�. . . . . . . . x. • • :.:.. . . . . . . . ... . . .x+C%:.:.:.::%::%.....+' .�p.A' ::..... . .. .�7f.. .% ...... .. . x �x .' .. .,7GC. . �:x::::y........x'. F . • • • • • • • • • • • • �::}+��t�000C]OOC:.�C]OGCYY]OOCYYYY_�CYY••xv...... 4T+TM70G'4'44'4^+*4'{+++*4^TM4++*+T+TM�9Trvtpvtnm•rr , �xx• ' ���a.# �� . . . . . . . . . . ; � �ff •. . . �+* c f .��'� yc.�E'iE' aE�# _ ��# • � � �� � �� ��. �� � .3i�36�.'�'. .' �. . �. ���. . � . x•::. . u: •. .�:. '4E': '. �L • ' . :. . . �: . 'vc • �� � � ��4G � � � a� . �'� � ' ��'� ' �:�# . . . . � .�' � . S: . � •��� V : • . .��4� �� � � F�4• � • :�� .�R jC�#.+�.� �. K � ...��� .'���::�°`t.•"x'�^. � .�.�� x�����' . . . iomoc x x nmcc x x�mmc _�occ bmcc ���� ������� ��������� �� � F ������� � ��� ;;; � � � � �; �;� ;;;; � . ;�. � � � � ��� ��� �� � �� ���� � : � ��� ����������:���:�. �:: . .. * � .. :x:.:.;� • . ��.:.:.::x:. �� ����� � � � �� �...:: ::�: �:�: :��: ::::.r....:�: :�: ::::::: ...::... .:�:: :�: ::�:� .::� :: :::::::: ....:... �:::�:::�:�::������� ..� �:�� .:�: �::: �:�:. ����� � � � ��� ����������� �������� � � ����� ������ � � ��� ��� ��� ����� �� ������ r � ��� ���I�� �� ���� ��� �� ������ � �������� � ...... .. . . . ... ....... .. .................. . ... .. .. . . .. .. ........... . ........ . ... . � � ....... . r���r� � r����rr��r�� � ��t�r �� � ... ..... ... ...... . .:. ... ..... .. .................. .. ... ....... .. . .. ....... ... .. ... .... ..... . ��' �� � � ��� �� �� � �� �� � � ���� �� �� �� �� ��� ���� ����� �� ��� .���� �� �� �������� �� ��� ���� ��� � ��������� ��� ������1�� �� � � � � � �� �� ���� ��� ���� ��� ��� �� �� ��� ���� ��' ��� ���� ��� ���� ������ �������� ��� ���� �� ��� ��� �� ��� ���� �� ��� ���� ��� ��� �� ������ ��� ���������r�� ����� � �.� ����� ��� � � � �� � �������� �� � r�� � ������ q + 1 ��h ...� ... .. ����� ����� � ���� ��� ���� ��' ������ ���� ���:���� .......... ................ ........................................... � �� �� r� ��r �� � .............. .............................................................. .... ... .::�. ���_ �� �� rr � � �_ � � ` ' � �_ . �� �� �� � �� � � E L� � ���� ������ ��k�li� � �T��� �� �E��� f������ ���. ��1�����-� ����r ���. ���. �� � ���� �� � �i � it� I I� �i � r��� �� f� i �I � � r��n �.:���:.:.����: ����.��.�� ��:��:�� ..�_����.���' ... .. . .. . . .���vv .�vvvvvvvvv� . .. ... . . � ����� �������� � � � �� � ��� ���� ����� �� ����� ............. � � ��� � ���� � � � � � �� � � � � � .���� �:�x �����������`��:�: .�:.v�:�... .. .. . . _..:...�. �� 'F �i �����.�.� .. . �� ����� � � �� �� �� � �� � . �� �� ���� � ��� �� � �� � � � � � � �� � ��� � � ��� �� � � �� � �� � �������� �� �� �� �� � �� �� � �� �� � � ��� ��� � �� �� � � � ���� � � � � � ��� � � �. ����� �� ���� �� ������ � � � ���� � � �� ��� � �� �� � � �� � � �� � � � �� � ���� � ��� � � ��������� �� � � ��� � ������� �� �� � ����� �. �� ��� � � ��� �� �� �, � �� � � � � � � �� � � �� ���� ����� �� �� �� � ����� ��� �� ��� �� ��� ���� � � � ��������� �� � ��� � � �� � � � �� � � � �� �� �������� ����� ������ ����� ���v � ���� �� ��� ���� ������� �� ������� ���� � �� %tm� �� ��� �� d�a��� s�a� s � � � ��� ����� ���� ���������� ������ ��� � ����� �,�� ������ �� �������4 � � � � � �� � �� �� �� ��� ���� �� �� �� �� �� ����� ������� ���� ���� �° � � � � � � �� � �� � � ��� ��� ����� �� ��� �������� ����� � �� ��� �� � � ���� � � ����� .�� � .� � , � � � � � � �� � � ��� � �� � � �� ���� � � � �� �������� ����°��� �� �� � ����� ���� �� � � �� ��� ��� ������ �� q � �� � � � � � �� ���� ��� � ��� ���� ��� � ��� ������� �� ��,����� ���� . � ����� � ������ ��� ����� �� �� � �� �� �� ������� �� ������ �� ������� ���� � �������� �� ������ ���� ���� �� � � � � �� � � � �� ��� � ��� �� ���� �� ,�� ��� ���� �� ���������� �� �� �� ��.�� ��� �� � � ���.��� � ���� �� �� ��� ��� { � �. ,� � � � �� � � ��mm�� � �� � � � � �� ���� �� �� ��� � � �� ��� ���� �� �������� � � � �� �� � � �� � � � ���� ������ ��, �������������� �� �������� � �� ���� �� ������ ����� a � � �� `� � � � ���� ��� ������ ��.� � E���� ������� ��� ������� � ������� ��� �� ������� � ��. � ���� �� ��� ���� � � � � ����� �� � ����� � ���� � � � ������ �� ��� � � ���� �� �, � � ���� ��� ������ ���� �� � � ���� � � � � ����� �� ������� ���� � � � ����� � �� � � � a� � ��� � � � �� � ��� �� �� ��� ���� �� �� �� ���� ����� �������� � ���� � � �� ���� �� ������ �� ������� ���� ���� ��� � ���� �� �� � �������� � � � �� �� �� � ���� �� � � � �� �� � �� ��� � � � � � ���.� ��� ������ ���� �€��� �����a�� ��� ��������� ������� ��� �������� # � � ���� �� �� ���� � � �� ���� �� �������� ���� � �� ������ �� � � ��� � ���� �� � � 9 ����� ��� ������� ���� �� ������� � � �� ����� �� ������� ����f � � � ������ �� ��*�� ���� �� � �� � �� �� ��� ���� �� �� �� �� � � €� ��� ������� � � � ���� �� �� ���� �� �� ����� �� ������� ��.�� ���� ��� � ���� �� �� � �����,� � . � , � �� �� .���� � ���� �� ��� � � � � � ��� � � � � ��� � ��.�� � � ���� �� � � � �� � ����� �� ���� � � � �� � � ���� { ������. �� � ���� � �� � �� � � �� � � ��� � ...... . . � * � �������� � � ��� � : . .::. �.. ..... � .. .. ... . :��:��� � � �:. �� .� : �:��. � . . . . .. .... ����.��:�. ����� �� ��� �:����:�: ����� ����� ��� �� . . . . . � ���� � ���� � ���� ������� � ... ... : � � � � � � � � � � ���� ��.�� �� � � � � � � � � � � .... � � . � ��.� .. . �.� .� ... .�. . . . . . . . . . . . . . � . . . .:. . .. . . . . ...x. ... . ;. . : . . .� . . . : . . . . . : � � . ��.� .. � . � . �... � �_ � ."'�` . . : . : : �. �� :�'�: '. .' �: :. '�.�� . . {�: ,� �. �,� � �. Y� �:.: ��� .. . . . . . . ... .. .. � . � :: ... ...� � . � . .� .��. � . . . . . � i� . . a . . . . . . . : . : . . . x . . . . . . . . • : •. : . �. .� � . . . .� . . � . . • .�. . . . . � . . . �: �. . . . • . . . . .�� . . . . . . . .. . . . .x . . . .� . .. . . . ... . • ._.;�•. . �. . . . � � . T . �.�. . . . . . . . . . .. . . . . * .' . . � • .�. .�. .� . ��. ��.��. .�.�� � �:����:� .�.��:. .��: .��:�:��. . ��� � :.���� �:� ���� � �°�� ���: � � �.�:� ����� � � �. :�: .. : ..:�x : . .: . .. . . v . . .. . . .... . .. .. . .. ... . � .... ... . .. . .. ..... . .. .. ... ... . ...... ... . . .. . ... . .:... �� .� .x���.�` . . . .. . h .. .. . . . . .. . . � �� ��.���� :�����`���:����. :.� �..:: : �:���: � ::�Y-: :�:� �� � � � � .�:���� :� ..: �:���x� ���.� �� ��`� ���.�� � .�:�: ��� ���� � � �:�`� .. .. . . . . .. .. . . .. .... ... . . ... . . ... .. .. . ...... .. .. ... . .... . ..... ... .. ... i � ��� ��•� .���. � � � � � �`�:.��� :���:�:�:������� �` � � ���.: ���� �� �� ���� ����� �� .�� ���� �� � ��. �� ���� ���� ���� �������� ����� Y � + � � a � � ������ ���� �� �� ������ ����_ � � � � �� ��� ���� ���� ����� ��� ������� �� ��� ��� . � � � � �� ����� � �� ���� ���� � � .�:�:� .:��� . � �: . . . : ::��� �. : � xx . �r�� �� . � . . . � �' ��� x:� ��' ` � .� :::x� . �.:: . :.':#:. �Y . � . . .�x � .:.xx���' . � .�. . � . :�:%. :��::x: ..% ' ... . ..k . 'fi . . . . . �GC . .'. .]OGC ••• • • • • •]� • • • �+P+GG6.�6h .. .' . � "} 3c� '. : . �„ xc.: ;;�x ... ... . . x.�.. .. •. xa .• • � .�G�� :.i'�ri . �cc2� .. . �. ovv„wcc�,.w,2g,c. ,+�Go,,,ov,vc . . . x�"°°d5`_ . —... __�::: �.. ....... ....—..—..—..—..----- — — — : • ' • ' . . . .. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .—wcovocwovcw?cxecc. � �����:�.����� . .�: � ���� �:���:����� � . . � . . ... . � ... :��:� .������������� � ����� � � ��������.� .: �� � ��� � . ...� ... . . ..... .�. �� ���� ���� � � � � � ��� � � � � � � � � ��: � � � ������������� ���a ���� �� ��������� ��� � ������� � � � � � �� � � ��� ��� � � �� �� � ��� � � � � ���� � ����� ����� � ����� �� � �� ��� '���� � ����� ����� ��� ���� � . . ..� " � . . ..`: '. � .. . :. ' aa�°`' : � ' ' ' '.. � �' ' '. � ..�� ... `� � . . .� : . .. .. • :. . � .. •�iB.�... ��:II � �!' . � ' �E:�C �'s �� '@:.'�oc . . i.•.�.� � � �'�. �xr �9E . . ' �' ��' ' �'. � � { . #�. .. .� �.�: � . . . ��.. . . . .. . .�� . � ��: � � . . � �� . . . .: .. .. � � ����.� .. � � ��' �.�.. . :. {: . . � . . . . �. .� .,. . � . .... � . . . � . . . . . . . . . . . . . . . . . . . ..����M � �: � �:�� .�� x .. . . . °: a:�: a�a� � �e'�'� �'�. �e � �� �'.� � . ��: . � .:.� � �� � �'�'��� . . . . . . . . . .�. . . . . . . . �:. :�� �� �� � � �: ��� � � ���.� � �::�. ° . .� � ��. � r�� � . �:��. . �.;�.,�:.�� � ��� � �,�� �,���.� � �.�.� �.� #.#.#.�. . �.... .. �'a`.�. �.� � . . �.. . .��. � �:: �� � ��� �' : ��:.:�_��� .::� .. °. .� .�� � . . . . . x. . . �:. ���� �... � ..����:�:�� .����.#�. � � . . ° . ��� �� ::x���� �.��������.� : � ���� � � ��. � . � � . �. r �:a.�.�.� � �.�. . . . . . . . �. `� .. .�' : �.�. . �. . . � .� . � .� . . � :�;�,°� � � �.. � �_ .� . .�. .. ...���. . ����� � �� � ���� � �� � �� ����� � ...... ....... . . . ... .. ...... ........... ... .�. f $ � � .}.. �. .. .� �. $ :�� .. � . . �. : . . . • .�: , � . .•.. � � '.. . �oodi°..� � . . . . . . �. . . . . • . . A: , . . . .�•. � . . . . ..�� .. .: . . ��. . . . ... .. .• '.'. •. .. '• • . ... .. . . • � . . .� . .. . . . . . . . � .. . . . . . � . � : :�� � : . : � �: : .� : ���. � . .� . . . . . �. . . . �� �` �� . � :.. . .� . .. �. .... ;,�. . . . . . . . . . .. . �;,�. . , . . . . .:. . � ... . . . .� . . . . � . :�� . : . .. � :�� . � . .. � .. �:�. .. . . . ... . f��. . . . : � �.. : .# . �`� ��°'�� �� �� ��:°. ��� ��� � � �� � ����. ���s s�, �� �'� � >� �� ��� �. �� .�. � � � R� �� � �� ���,��.� ��� �..�� ������ rr } . �� : .V �� �� �:. . . . . ;.� �� � ��� °� �� � ����� ...� . ���� � .��� ��� ��� � �` ��`{�x.. ¢ ��a � �� � ..� ���� ��� �� ���:.. :: , � . : � . . xi� .. :. � . .�K . . ���R��� ������� ��������� :: � � . . . ����� . 3El �.'x .. � ��'t, ��� ��.���t �� �. � ��'� �� ���j �'s��� . ..# . ..� . . �. . x r . � �# r. .'# { . � . . ' : .:� ` . �'. �' . . . �. . x. � �' ' �' ' � � � "� � � � � . . ��:. �. .���.�.��� . .� � . . . � � � � � � : . � . � .� . . �%YYY:.. { . . . . .: ... . : � . ...�.�. � . � . . � . .. ���� '� �� ����� �..�� ��t�� � :.� {. ; � {. ��.�� . . ..:�. � �:� .:�:�::°�:::::�: . �� �� . . ..... . x �.. . � � � � �__- � �. ..... .... : ..... . . . :� . .:: :.. :.. . : :.. : ..:.. . .. . . .�.:...:.�. . . .�.:.:.� .:.:: .:.:.:.:.:.� :.�. .�.:°.. . �.:.�.:. .:.:.�. . . � � . . � � . . . . . .: � . . . . . . . . . ... :� : ::: . . ::: : : : :�. ::: : ... ..... . . ... . .. �{�S . . � . ..... . y � . . . . : ... . . ..: : : . . . . ... . . . • . •��:. . . � . . ` i Y � . . { } � k . . . . � . . ... ...'...:.:. . � . . . . . . . .. . .. . . '... . .'.:.:. ..' . . . . . . .�l . . . . . �,,,,,,," .... ..... '+IX.. �e � �• �� � � .� � � Vk }} } � :. } EF . . . . . . . . . . . . . . .:.'. . . � �. } . � ' . t f x . . .•. • •• • • ••"'•" . . +G+'^' . . . M++n'++C'.' +�x•{+C:.:. . . . . . . . . . . . . . . . . :.k'.'.�. � � � . . .'. ' '.'.'.'.:.'. �.'. .'.'.'.'.:.'.' ::.:.::�.� ...::. . ...:.:.:..::..:.:::...::...::.::.::......::.. ... .. . . � .� .. .. .. ...... .:........:......... . . . . . . . . . .. ... ... . .... .. .. � . . : . . ..:.:.:.:::.::::::�:�::::::.�:�:::�:�:::�.::::�:::::::::::::::::::::�::::::.:... . . . x.. ��.� � . . .�:. .. . ... . . . ....::....::.::::::: :::.::�:::::�::::::.�:::�:�::::::::.::::�:::::::�:::::::::::::::::..:.. . � � � : � . �� � � �� � � � � �' .. . . .. . ....:.:.:...:..:...:.::.::::.:.:::..::::::::�:::::::::::::::::..::�.�::::::::::: � . . � ..� ��:���� � . . � � : .� ..::: :.:::.:.:.:::.:::.:::::::::.:::.:::::::::.:.:.:.:.:.:.:.:.:::.:::::::::.:::.:.:... . . a � . .: .Y ' . . x� � . C ..... . . 'fv . . . . :.: : '.'.'.:. ' ' '.:.'.:.:.:.' . .:.:.:.:.:::.'.:.:.'::.::'.:.'.:.::::'.:::.:.:.:.:::. . • " . . � $ Q¢�� f • � • � ��i.ic . . . . . �'�'�:.�.�::.�.z:::::;:x�:�:::�:�:�:�:::::�:�:.::::::xx:�::x:::�x::x:�:�:::::�:.:�:�: :�:.: . . . � �� � � � �� � � �� � � � i � � � +� ��` � � " �i + " � � • � � �. . � .... :� ... .....................:........................................ . � � .. ..... ........ . . ... . ...:: . . . . ....... . ..... ..... ... :::�.: ... . ..... .:.:::::.:::::: x :::. . . . :::.:::.:.:.... . . . . . :�. . . ... ... . ... . < . ....:....:::::�.::::::::::::::::::::::::::°:::::::::::::°::::x:°:::::::.:::x::::::x:::::::::::::::::::: :: j(j��F,,'7- yF3���,, g}{,�+���rp'9�y�{j:q�*}py$'_+'n'f+��,rh��}p���q}y �. � � � F � . ... . ....•::::::::�:::�:::::::%::::::::.::":::::'::::::::::K::::::::::K:::%':�x�• . • � �� � � ^.w � h�R �� ] I' { � � � � -0M' i '�i' � � �rt � •�. �M .. .... hR . .. ... # . . . . .' . . . . . . .�. __'__ ............................................_ _....__%' . . JC:Y::]C%: ..:.%%]C:::::::::::::. .A•• . . . ... � .. . . .. {, , . .� :��. � �� � � . � � $} � � .... ��x:. �� . � �:. .� : � �. ���. � :� � �. �"'� .�i. •� �� � . .. . .. .:. . y .: :. ... �K� � •... �.. . :�� .. fic�. .� . � . ..£ x� x .� � x � .�. � � ���:.�.�.�:::.�.�. � . : . �. � .�.:� ��... . �.�' . .�: �� . � � � �°`� :�:: � : � ��..�� � . . . �� {��.��:... K�� . ��. . .� �°'���� � � ... .� .�. ..�.:{��� {����: ... �� � .�:. ���� .����� x . :�p.��:.: � . i�„, .. � • ��°, , t . �c. 3E� � x : �o+� • .'�++�: .: . . � ��. '� �.• �: . . �.• :�. . . K . � i . � "9�a.�.� �•:.�: J� . �. . # • . { • �oocc,M. �:: . .. . .� ,. ..� . . ,�. $3E . .•�. Y . }... ��: .� �? . .� . � x'~at.'. �. .:� � .: � � �' . . ..... ..�:� �` . �� ' .�.. ... {.� �. . x .�`. x . �. : .��. . � . .$�i . f X . .Y• • f. :��� �� : � �:. �:�. � � ... �. �. ..�.. �.� �.� . �I��: �::r{� . �. ..�� � ;. �.. . . � �� ��' � �:;:� � � �. � � •: � � I..� ��� .i. � �i:. � �: � � � �'+2�CK+2hC+c+0+n90.a,c+�'+9t+9+o-+o-rx+00�o-.aw,dr�l �+G+C�`.3,,,,�"k`.":^ . . . � � � � ���� . ��ocaawwwc wcowowovc0000wocu x wc0000wowowowoca0000c wwocwwowc wx »owocooc k c.. � .. i.. . i: .z . .x . ++tr • � �...�� ���E ����� �� �x.x�: ��� �� ������ �� � :�. �'�od' � � ��� a G �� a � � F � � � . �.��.�.�t�� � . . +c+on+.+Gd,P,&d+��l"4Ok"'k'Sc+2�k""�w.:'k"'�.".vY,.vY,.• ........................................ ... .................. � ������ � ���� ����� � ������ ����� ������������ �� ...... . ................. . ���' ��������� �����::� ..:: . .:.;� ��:�����.�����. . .... ... . .., .. . � . . �. � . . . .:. . . : . . . �. .�: �. : � . . . . . . �� . .. ��x ��.x:;�:.:�.��:� �. ��x ����� �� � b{]GWWOGWGCMGOGC .Y%___]OL______.... ]d�:.]�...._ ]OO�k... ' : JC,.C�.C��.C�.C��.Cti ti ti ' • ..� . . x { � ... . .. . �:. . �. . . . � ,� ...... ��,�xxx .. . . .. ��° �:` ���� �: � � �.�� ��_: ° � � � �� . . �' . •. . '_�'�.• x: ..... ' •Xx:. ;�ro-:' . . . ...... . ��� ���� � x�' �����.� �`��.��� � ������.. ;..� ��.s ��.#��}�� �3.��'� � � �� � � � �v ���. � �r ����� �� � ���,���� ���_, ��� � x ���. �`� � ����.�{�.�..� ;� ����—����- ����� � `�� .� ����� �... €.� €.� .� #. . . . . ...� � �'> ¢ a:°.^"k'k¢. . . : n.. C {�` � ���� ���#� � � ���4 � Aat' � �� ���F��eP��mm�4 Fi�e�� �i��E 4 ���R�} '�� ���� ���� �� ������ ���� �� �n������ . %%%]OOC%%]GWWIX%%%%%%%::%YY%YYY_________� • • ••¢¢'^�v'v"v{1i4 + $�{� •• F#2 k:{{ 2 • ; ��11� x {1�f���� �{ ��• F+�}x: � ��� 5\ { }� +O � • {{� W} }# {•$}�h. ������; �h� $�i14 }� � ��{�� ����� �•`� �� � ��`� �� � �`����� ��� � ���..������ �:.�.r� �������`� ���������....��`�..���}: ���:�.�±�� ���"�� � �������� � :��� � �' � ���� ���'�����:�� . . . . ... . .. .. . . . ......................................................%.:._........................_..____..___ _______. ; :. #........ .. . �: ... �� �� #: � � � � . .�.� ���. . ... . .... .... . . { v.....:���v����������:.:..:.:��xx:..:} ..:.:.:.:.:. .:.:.:.:.:.: .:.:.:.:.:.:.:.:.:...:...:.:.:.: .��:..: . ... .�:_: : . � �� {� � � �:�.. .� �� .���: ���. � {� � . � xwc. � wc .. .�. � .. .. yy ..x � •t+�+cV. . . . d� ... . . . . . . .+c+c+c+c+c +vt . . +c+c+c +c+ooc+c .. . . . . +c .. ... . ............... .��Y:�.{. �.. # � . �+P'{' -%:'. { .....v1 { r • , . . . � :.'.:. . .....a ....h y . xx y. x.. ... ... . . ........... . �x. •��#. . ��. . �.� � .+�GOC: . VOf � +OAY: � . { . �j . .� .'� �%S . ..F.. � x ,��:°�.. : ��,.��� � < � �, �� ������ ����������� .��:. . € . :' .. . . ����. ��m���, ��.. � : . . : � ::.:.:.:.:.:::::::.:.::��: : � � . � v � � � r � . �� . � . . : �� �.: .. x: ��¥ ������ ��� ��� ��� �� � ���� ��� �� �.�� : . ����� �� �� � ���� ��: � �� � �����. :: � �� �°.# . Y� f+* . . x :: � � x ��� � ��� ��� wczzxwo- +c+c::wva:• .+uwt+c+cw�twt+o-+�tv. . �� . . �� � . � . . 'Y..hn,�. •' • '„v......... . .. h�..h • �.#��� { . . . wcx»uwa• � wwoo-+oocoocoocw :: � � . ��� . � x.:� � . x# . •::3E �'�' . . ���� ������ ��� ������������ �$��������` ��� �������` �� � ������� �'���� � ������: �� ������'��� � . ��� �� � �� �� �� �� �� ��� � �������� ������ � �����„�����'����� �{���� ���� �� �� �� �� ��� ���V �..���'� �� ���� �.������ ��, � �� � �� ��� � � � � ���� �� �# �� . � ����'� ���'�� �� ���` �����a ������ � �.����„� �� �� � ���`���� �� � ;�� � � �; �'� �}'� `� � ����' ��`� ��� ���� ������� ��, �������3 �����.���-� �������`����� `�'���� �'������� ���� YYYY%Y%Y]OGOGOOCY%YY]OGCYYYYYYYYYYYY%YY_YYYY_______"_____%::%:.: :.:.:.:.:.:.:.:.:.:.:.:.:.:........................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . .. . . . .. , .' K .. . • . ... . . ��'^q'�� �¢y . .. .....:. ..... : ....: ...: . � �� M,.ni�� �� �� � �'u'�� i � � — . �� �. �:�: . . . . . . . . .. . �:�`�.. �� .., � .. .:: . . �. � .... � : ......... � . . .. .. .. . � �: � � � � � :� . .�.. �:... :: . : .. ��k ��� � �� '� � . . . . . . .. : � � ��� ���� ����� �. �� � �� � ����::�. � ...�� �� �� ���� ���� � �� �� � ��� ��.� �������. . . . :. .. .:. . . ... : . . . . . . . .. .. . . . . ... . .: .. . ... . . .. .. . �� : . .. . . . .. . . . . . . . . : .. . ... . . . ... � �. . �� � � ������ ���������� ������'���. ������� �����`�`��� . . . .... . �...��1��-�i���#���� ����;, . . ..... .... . .. ..... . .�� . :.: �>��� ��. � �a���� ���� �� ������ �� ��� � �� � . �. . ������ � �. � �� �� �� �. . ��`� ��� � ��� ��}�`� � � � � �� � t � . � � � � ������ �����F �������� ����� � ����� ��' ������ �� � . ������ �+�� ����,���Y ������. �__��� :. � , �� ����� } ��� � � � �����TM � � �� �'��� vvvvvvv vvv . .. ..... ..... . . . . .. ... � �.. .:� . � ������ � � � ������ ��y � ��' � ..xvvvvvv��.:v.��.�{n��.��,,,,,,,,,,,,,,,,,,,�..�:� �. .�� �������� �� ��� ���� ��� � ��� �.���� �� �x����� :. z .�� . . . . ��-������� ����.���: ��ry�:���� ,�,�; � a �'��� � � �� � . : : ���� �� ����� �� � :.........:... . . . . � .. . �.�... . ... �. ]OGOGOGCYYY%YYY%Y%%%Y%%_____ :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:...... ..................................................................... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .��,{ � . � ����� � :.. . � � ����� ������ �� : . � � �� � � � ���.: �������s ��. � � � � � �.�:.�',� �. . � � �� � h,...F � � .._:.___:.__..__:.::x::wx::x»c.. .x:::::::.x• � � � , � � c. � � � � �� � � �� � � .�__________________:: . � � �.�--��--� � � � � � � � � � � � � . . . . nnhnn Y . nnhnn..no: • +o-,.va..v. � �' � �.�� � � ����� �� �� �� �� � � �� � � ���������� ��� ������ � �:�� ��f ��� � F��: ���.�� ���r�itt�r: �1�EIV� El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��, � � � f�l�r� L�ui�� �li�h�l��r� � � � � � �� � � � � � � � � �� � � � � � � �� � � � � � � � � �� � x x x x x x x x x x x x x x �c x x � x x s�x x x x x x x x x x x x x x x x x x x x �c x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x�x x x x x x x x x x x � x x x x x x x x x x x x x� x x x x x x x x x x �e x x x x x x x x x x x � � � x x x xx�c x x x x x x x x x x x x x x x x x x x x x x s x x x x xx �x x x x x x x x x � x x x x seRx x� x x x % � x x x x�s x x x�c x x x x x xx x x x x x x x x x x x x x x x x x �� �ic x� x x x x x� x x x x x x x x x x x �c x x x x x x x x x x x x x x x x x x x x x x �� R . . ... ..x:. R:. ]D .. �v �9L�mL41�mm �# . � � •. . .�. � . .�r� • �_:�� ' . .. ..�'� . '� . . . . �. . . . . �.' . . . . � �� � � � � �� � � � � � � � ��� � �� ���� � ��� ��� ���������� �������� � � � �� �� ��� �� � �� ��� ��� �� � �� ��� ����� � � �� _. �x� � xA x x� �xA �x� x x� Axry x� x x x x x x x x x x x x x x x x x �.� ����� ������ ��� ��� ��������� �����.��� � � � � � � � � � �� ��� ���� � ��� ������� �� � �� ��� �� ��� ����� �� ��� � � � � ����� ��� ����� ���� ��� �������� �������������� ��� � ����� ��������� �� � � � � � � � � � �� �� � � � � � � � �� �� �� � � ������� ��� ��� ��������. ����. ���� �� � ����.��� ���� ����.�� �����.� ��.���.�� ��� ������ ���� ���� � � ��� �� ������ �� � ���� � � � �� �� � �� � ��� � � � �� �� � ����� � �� � � � ���� � � ��� �� �� ���� �� �� ������� ���� � ������ �� ������ ��� �� �������� �� � � ������ �� � �������� ��������� ���� ��� �� �� � �#�:x����` ��°���.���°`�� �. -0C777CY77W7C ]G7C' �� ����� � ��� ����� ���� �.��� ���� �}��� ��� ����� � ������� ��r��� ��� ���� � �� �� ����� ��� ��� ���� � ��� � ���� ���� �������.� �� ��� �� ��� �������� ������* � � � �� �� �� ���� � ���� ��� � ��������� ���� ������� ���� �� �������� ��� � ������� ��� ��� ������� �� ����������� ����� ������������+ �� ��������� ��� ��� ���� ����� �� ��� ����� ��� � � ��� � �� ���� � � ��� �� ��� ��� �����N�� �������� ���� I ����� � ��� �� ��i� �������� � ��� �������.N� � �� ������ ��� �������� �� ���� �� � �� � ��� ��� ����� ��������� �������� � ������� �������� ���� � ��� ��� �� � ����� ��� �� ��� ��� � �������� ������� � � ����� ������� �� � ��� � ������� ��� � � �� � �������� ��������� ��� ���� �� � ��� I ��� �� � I��i�� �� ���������� � ��� ������� ��� �� � � � ������� ������� ����� �i �� �� ��������� ���� � ����� � ��������� � ��� ����� ��� �� ������ ��� � ������� ��� ���� ���� ��� �� � ����� ���� �������� � ��� � ������� ��� �������� ��� �������� ������� � �� ���������� ������� �������� �� �� ����� ��� ����� �� ��� ��� �������� ��� � � ���� ���� �� �� �������� �� ����� ��� ����������� � ��� �� ����� ���� � � �� @ � � � � �i � � � � � �� � � � �� � � � �� � � �� � �� �� �� NalY � � � � tl tl �� �� �� �� a �� � � � � 'N.lv � � � � `�� ����� ��� �������� ������� ��� ������+ �� ������ �� �.�� ��������� �������� � � � � � �� � � �� � � ������ �� �������� ��������� ���. ��� ��� � �.� ����:������:�:����� � .. � . �� �� ����� � ��� �� + � � �������������:. � . .���. .. �. . .... ��.� : ... ... . � ..��� . � ���: . . � . . . a �� �����.����� �� �� �� � � ��� . � � �� � �°`�, �����. ...... .. .. .. � �� ��� � * ���� �� �� � ��� � � � � �� ������ q ����� ������ ���� �.�� ���� ����� �� � � � � � �� � ..... �r; ::::::::::::::::vvvvvvvv �:,::.:.:..�:������..:.:. :.:.:. . � ����� ����� T ... .P����i-� �I�r����l'��r�� �I���k�� � � �"� �� �� ��� . .� ������. � � � ��� � �� �� �� � � � � � �� ���� � ��� � � � � ��� �� � � � �� � � ���� ���� �. �. � ���� �.� ��� ����`}� � � � � .. ' uv�m .. . . ... �r......�r........�r�r�r....Y..�YY"_]L1C�Y]y]C .. . . ... ....... ....... ... � �RnTRrm'RRrmM�e�...— .. ............................. ............ ......... x''�''�''�''�'�: a ��� ������ ; ��I������I�������� � �� �� ���� ..... ..................... . . � ����� � � r�� i r� � r� �� �V � � �� 1 � 1-��-���� � f� � �I �� . ... . . .. .. .... . ... . .. ....... ..... .... ....... ... ... . ..... . .. x x x x x�c x x x x . . .. . .... . .. .. .. . . .. .. ..... .. . . .. . .. .. . . . x x x x ....... . .. . .. .... .. .. .... .... .. .. .. . .. .. . .. .. .. .. . .. .. . .. .... . . .... .... .. .. .. . . .. . .. .. . .. .. .... .. x x x x x x x �. .xx ..�. xx xxx .� .. x xxx x .�6e .�x .� � ::... . .. . . ........ .. . ....... ...::: .. ......... ..:: � � x . x��? % ::. ::: ...::......� .° .. ����� �x�c������ . ....... :�`: :� .:�: •�: ... `. , �.. ... . .. � � � � � ��� � �� � ��� � :��������� :�:� � �.:.� .�..:��:�. :� � . �� � � ��� ��. ��. ��� ��� .��.� ����� �� ����� � . . � . . �� . � . . . . .x . . . . ... . . � � �. :. .� • . � � .�:���•�. .�.�:�� �Yµ � �� � � �� � � � � � �'XWiF � . . . : ..... . . :..: '. .. . . .. . .M1: . •7. . �'• i:: � .Y+C' %%}� -0Cx: �:.:� � �t . . � . � . ... . . . � . . . . .. . . .... . .. . .. � . . . . . . . : . : : ::: • • ' � �• :"� •. ' ' x''.�•:•�: : : : : : . : . . . ' ' : : : : : : ' ' . : . ' : : . . . : : . . . : . . . . . . : : . . . � � . . . . . : : : : : . . . : ' . . . . : . . . � . . . : : : : : . . . . . : : : . . . : : . . . . : . . . . . . . . . . . . . .�� � � � � � �� �� � �� � � � � � � +� � � �� � � �� � � ��� ����• ����� ����� ���� �� ��������� �� ��� ���� ��� ���������� ��� ��������� �� � � � � � �� �� ���� ��� �� �� �� �� � �� �� �� � � ��� �� ������ �� � ���� ����� � �������� ��� �� �� �� ��� �� �� ��� ���� �� ������� ��� ��� �������� ��� ������������� ������� ��������� ��� �� ��� �� �� �� �� �� � �� � � ������ � �� ��� � � �� � �� � � ��� � � � �� ���� . ..... . . ......v. ..... . ��� �� . ��]OC . ...:�t�. .. . . . . �*'"� . .'. "t�� •`� .. . �E i . . .��:.�:::.,� . .�:.:. . :.Y . . . . . . Y. � .��'.:. ...:: ::... .��. ................ ::::'::: .....::: ' • � . . . . . ..�. . .�. .�. . .... . . . . . . . � ......................... ti . . • �.�C�� �'�}.� I ' �C� . . . �� ���"�` dic �'�dF� . ��� #. � .���. . �: ' : ' � ,. • ..�.• � .. . .. ,«„,. ' : K: . �. . . :.uM1• �: . � . « . M�� . . . . � .�' . .� . �.. ..,R. :�.. . . :������.� ' . .. ��� � . . ���. � � # � ��. . �� `� ���: .�� . . . . . • ���� ��'# � � . .. . . ... .. . �.�. ' YY . �� . . .. #�i:AC]OIXY . . . ... . .. . . � . . . � . ' . .. . . . .. . . .. . . .. ... ..,.. ''. '� . ' . . '� � . . . . . . . � . . . . . � . . .� . .. ... : . .:.. . ... . . . .. . . . . . . .:.' ' ... : . : . :. ' :. . . �. . .. �:. . ��•'• .�.. �:.. . • • • • • • • • . :.....:.:..___":_nhbaiA�-0OCA00.4'8'4'q06TTr�YY� .. . ...... . ....... ���`����J�� �������� ��������� ���¢ ��� �� � `� � � .�.�:� h' {:� ]�: . � ��• x� .X7�• ... . .x . �" . .:.��� . : . .:�� .� ��. . . �:x�x�..:� � . �� ... .. ... . . x�x.� . .�.. � . {...:]V-0M'i+C'. .:. .h ' .:777. ..]�+C::+' +77C%+C' ' Y{..'. . %' :.:]C' ' . . . �r... +C+C. . ....h .]GC: . x.• �..xw� x . . v���.. �:. . �x�. ••• .: h AC .. x,��':.'x,x• . � �. �..x� �d . �.:x• � . ��.�]P�� . ,�p]�' .. . . ..... . . .X . . �]C'. .%.�. •. .. ' %'x. . . .% . �...:�:. :: .�.� ..� . ..::��. � ... •. ...�x• �. • �x:... . . . . .. . . . . k. . .. ' %x . �{ :.:.:.:......:: . :.:�? ' � ':%:K: ' .... .. . . . ..i2�� . . . '�coc::.... . :.. ��� ������ �� ��� ��� ��� �� .. .. ������ �� �`���� � x ������ � �� � � x �`��`��'� �. {v��.� � . �vv�x . . . �� ����� � . � �� � � �� � � �� � �:�:. � � ����� � � ��� � ���������� ��������� � � ����� �� ���� �� � �� ��� ��� ����� �� ����� � � � � � � � � � � ��� � � I � � �� �� � �t��� �� � �� . � � � �� ..... . .... .............. .......... .. . . . � .... ... .. .......... ... .. . �. ........ ������������������:::::.��:� .......... �r� �rt�..�f.�.r�� �rr��r�t �i r���r .............. ........ ........ ..�..... ... ..... .���� ��� ��� ��� ��� ������.. . � ���� �� �� �� �� � � ��� ���� ������ �� ��� ���� �� ������ ��� �� ��� ��������� � ����� ����� ��� ������������ �� �� �� �� ��� ���� ��� �� � �� �� ��� ���� ��' �`�� ���� ��� ���� ������ �������� ��� ���� ��� ��� �� �� � � � � ��� �� �� � �� �� ��� ��� � � ������ � �� ����� ����� �� �� � ��� � �� ������ � �� � � X X � ^ R 7�}� �r�77 ������ �� � ��� � ������ 9 qF ����� �� �� �`� ���� ��� ���� �� ������, ���� 1 ��h . . . ... ......:�� ..................................... . ... . .: ��� �� ������ � ............................. .......... ..................... ........... .... ... .. . � �� �� . a � . ��� .�.. � ��x�`� � �� . . . �i�it�ll� �i�r��� �� fV i�l� �r���n ���.��t�: �� � �.��, � � � �; � �: �� ..�_� � r�� � ��� ���� � � � � �� � •L• �{rt � �� ���� � ��� �� � � ��� � ���� ��t��� ��� � �� �T��� �F T���� ����� �.�= 1�����1�—� f�� ����. ���. f���= ��a ���� ������ � ���.������� �������� ���. ��� �� �� � . . ����� �� ���� � � ��� ��� ��� ����� �� �'���� :.��:�:�x°:������ ��:��: �� � � �� � � ��� � �� ����� � � ��� � �� � ��� ���� ����� � � �� � � � ���� � � ���� ����� ��ff� � � ��� � �� ������� � ���� �� � ��� �� �� � ����� ��� ��� � � �� ��� � ���� � � � � � �� � � �� �. ����`� �� ���� �������� � � ����� � � �� ��� ��� ��� ����� ������ ��.�� ����� � �� �������� ��� � ���� ������� ���...��� ����� ��� � � + �� � � � � � ��� �� �� �� � ��� ��� � �� � ���� ����� �� ���� ��������� �� ����� ������� �� ����������� �� ���� ����� ������� �� �������� � ����� ��E��� ��� �� �� � � � �� �� ��� ���� ����� � t � � �� ��.��� �� ��� � ����� �� ����¢���¢�'�� ��� ���� ���� �������.�� � � � � � � �. � � ������� � ����� ��� ������ �.� �������� � �. � � �� � ���� �� �� � ���� �i�� �� �� �� ��� �� �� � �# a � � ����� � ���� ����� � ��� ���� ���� ��� ����� �� ��� ��������� ������ �� ��� �� � � ��� � � � � � � � �� ����� ��� ����� � �� �������� �� ��� ��� �� ������� ������� ������ ����� ���� � a � � �� �� � �� �� ��� � ��� �������� �� ��� � �� ����� �� � �� � ��� ���� ������� �� ������� ���� � . � �� ���� ��� � �������� � ����� ����� �� ��� ���� �� � �� ���� � � ���� �� � ���� � � ������� �� �� � 4 � � �*�� ����� ���� ���� ���� ��� � � �4����������� �� ���� ����� �� �������� ���� �� ��� � 4 � � � ���� ��� ������ �� ��.������������ ����������� � �� ���� �� r����� ����� ��� ��� ��� 9 �+ � .� � �� �����mm��. ���� �� ��� � � � ���� ������ �� �� ���� �������� �� �������� � � � � � � �� ��� �� ���� �� ������ � � �� ���� ��� ������ ���� �€��� ������� �� � $ � � � �'������� ��� ���� � �� � ��������4 � ����� �� ��� ���� � � � � � �.��� �� ���� �� � ��� � � �� � � �� � �� �� � � � �� ���� �� � ����� ��� ������� � �� �� �� � � ���� � � � � � ���� �� ����� � � � �� * � �� �, � ����� �� �� ��� $�� ���� �� � ����� �� ��� ���� ���� �� ���� ����� ������� � � � � ���� � � �� ���� �� � � ����� � � ������ � { � � ����� ����� ���� ���� ���� � �������� �� ����� ���� �� � ���� ��� ������� � � � ���� � �� � ����� ���� ����� ������� ��� ������� $ � � � � � �� �� � � � � � � � ������� � ����� �� �� ���� �� ������� �� ������� ��.� � � �� � � .� �� � �.��� �� � �� �� ��� � ������� ���� �� �� ���� � � �������� �� ������� ��.�� �� � � � � � � ������ ���� ���� ���� �� ����� �������� � �� ��� �� ��� � � ����� � �� ���� �� � ������ �� ������ � � � ����� ����� ���� ���� ���� �. T �������� �� ����� ���� �� ��� � � � � � ��� � � � � � �� � �� ���.��.�� ���� � � ������ ����� �� ���� ���� �� i���� � � ����� �� � �� �. � �� � �� ����� � ����� � � ������ � ��� ��,��� �� ��� ����� ����� ���� � � � � ����� � � ��� � ���� ������ ������� � � ���� ������ ���� ��� ����.� ����� � ��� �� � � � � � P �� �� � � �� �� ��� �� � � ���� ���� ��� ���� ������� �� � a � � �. �� ������ ����� ��� �� �� ; � � ����������} ����� ���. �� ���������� ��������� ������ �T � �� ~ � � � � �� � � � �.� �� �� � ��� �� �� � � �������� ���� ������������°�� � ��� ��� ��� ���� ������� � w � �t �� ������� �� �� ���� �� ��� ���� �������� �.�� } + . 4 � � �������� �� �� �� �,� ������ ���� b � � � � � � ��� ��� �� � �f 4 � � � ��'�...+' � � 4...M � �� � � � � � � �� � 7 � 7..+A R 3 � r R � � � �� ��� � �� �������� � � � :.��.. � . ��. �� � . . �:�`. � � . . . x� � . .��h . .�:�% .�� .. �: � �� x � :� . . . . . ..�... :�.x •� • �{V . �.. �c . • :.ii�Yt• .• . . �x;" . '�c. . . . . .. . . ' . . �x •: . x ' . . x•' d9E• . � � . . .�. .�. . . . � � �w�'� . . • • �. .idc . . . . . • • . ' . . .:.'�x . ]mW7IX70707C707CYYY___ "� --______y 'y ' VOOuO �.�.�CJCfy.yM1fN�C• ••• • •• • %%%%%%%:::::::.:.:.____ ..... .. .' � .. .- __ ___ try y�C ... ..... . . .. ..... . �� +�i.� 4 � � � � � � µ � � � � � � � .�',�.. � . . . ������:����: � � � � � �:������ � � � � � �� � � � � � � � � . . . . . . � ��:����°� � � . � � � ��:��:���� °�� � � � � � � � ... . . . � .. . . .. ��������������, � ��� �� �� � � � �������� � � � � ���� ��� � � � � � ����� �� ���d ����� � ��� � � ��� � � � � ����� ����� ������ �� � �� �� � ���� � ����� ����� ��� ���� � . . . � � �: . � . �� ��:. . . ... �'..� ..�� . . . . '�.. �Yy�'� �`.�'�i 6i�li:�.� . � ... . .�. •.�#.�'�:� � �. � ����.��:� .'. . . .� �. 1�cC�` . . c��.`. . . ,s#'��. . : •�: � ��� ' �'• • �. �• • . � � . �� � . . � �� �: .. � . .. .. . . ... . . � ; ��� �� �e.��� � � ��'�* � � *'� :x � � � � � � �� � �� ������������� �:� { . �� �� �� ��� �E�� �►'�.�.�'� � � �� � �� � #t � � � � �r� � ��.�.a��.�.�:�� .. � ��: . � ��. ��� . .... � � � � .:��:��� � ... � �� .� .� . . �� �....�� � ��� � .��. . :�.��. . : ������.�:�����:� ����.���.� :.. . . � �. ��� . . .. ��� �� ... .. �.� ����:���� . �. �. . . . . . .. . ����..:.:..� .. :. .. �.:� .. �:� ..� �.. . . . ������ �� � ��� � �� � � �.: �� ����� � . ...... . ........... .. ......... . .... .. ... ..... . .. ...... .#:.. . ..... ..� ................... } . �r .� . � '. � .� . : � :,� .��. 5 i ........... ...... . ..... . .. .. .. ... ......... .. . .............. ........ . . . . . .... ... . . . .. : .x. ........ ........... . # .. ..... �y .# . �41 �� .x '.'x�' .� . � x � � � � . ti: y ........ ... .. . . .•.• +cvv+o-wwiw�++vvowaxxxxx:::: .xxx:.:.:. ..:.:.:.:.�.. ..__...._..__............__. .K. . .. . . . . � . � � +vacc:�. � .x:_.x . � . € x•• ... . . vt.� 3n.: � ' � � #k :�.:.2_'��'.. � �� � . � � � �."::#x �. .+�. , • . �Ao-' � # { �> . n......nhnnhnn. . so-w+M• w+vo+o-+c�c•. . '...-----------.... „ � .: : k . . . . . . . . . . . . . . . :.............. . � . � � t �. � �+c x �. . �:xx• �.3r+c �t. .. � �. : �. :. � . . �..•. . M1 �}. � � � ..k�� � � . :. �:�°'"' �c> � .bc:.: � : �"; � �cc� � { ..:... d�k. �i�,� `-0��`+m� � � . .:.Y:. . 4 �'^^ ��,,y} �` � � : �� r� • . # �'�T +.� i • � � + i � � u � : }k� � . � $ .Y�+C M1 F � � ... YrP �'� � � �. � �,� �...: � � � � � � . �' � � � .{. .�� ............. f A ; � � vvYvvYv;�ry . . . . � � } x�. . �� . � �` { . � ............. . . . . . . . f x .�{ . � . � x . # .. { ..... . � . �} ..�� ��� �`�� ���,�. �� � ����`�'�� ��'��� � : � . . . : :�� :: � ���� ���" ���� �� �� � .� : � . ..� : . . �.� � �� � � .�. . . . ���� � � � � � � �� � �� � � a °� . . E. . .� �. ��.a. �t �� �.��•��� ��••�� ����' � ' .,. � �� :x.. . � . ��� �� .�.. :�� �#� �: : �.# ��.. �.. � �.� � �� � � cV � . t . ��� � � . �. . . . �� . � . : � � ��� � �� �������� ��: �. ... .� ��� . ��� � ��� � ���� x . �� : . : .. �.. �. �� � � � � � ��� x . . . ���.. ����f ��. � � � .����� � ��:���: �� . � �`� � � �� � .�� � � � � � . ... .. . . . .. . . , . �::x .. ::. x .* . • . .::::: . YYYY• • # . +Q�- y . ' .]OC. ...:%%:::.::%%:::::.:. . . . . . . i . 5 # 7C.::.7C :::::::::.:.:::.::%:.:.::k:... . . yyy, } {, . � r � f . S�+G. . � : � � Y :..:%%%%% ::%%%%.. ..% :.:. ' . � � � � . �' ]� . . �.. � �• x :.x :: .. �{�. . xx . x.. � � �•x:::::::....• x: : xx..:::: x::x• x.• .. • � � �ao- � } . . �. . �.'. �'��.� ::....x:::xx'� .. :x :x:::x�iixxx��dfic:. .z::icz:::: .. • . �.x [ . X . . ....... .. 'ic:: .. • •x::�sx:::. • � L'�'�k• ' a . ....... .......... ........ . } � ��+?'' . . . .��. ,.� �'a :.xxx:iczx x x x xx�xxx::i�i�:' :��iciY�c'x �e.xx�Yx:::.... . . . � .. . � . ,� �f•� xr � � # . '�} :x�cicxx �iYx:.�2Sx'cxxici�c' .:i« x.. xxi�cx�2Sc' . . +�°�' � 3 � � � � :. � ...��. :::: , . . . . . x::#x::x:.'x5cxxxx::• x .: :. .. x ... . • �• . �. . • : xx x x c . � �. • ��.� �... . . ::x:. •x xxxxx����: x� �•• �x . � . ��, {• # •••x• xx::x::•••• x x x •. xx ••x••x•• ••xx . x� x x .:�x:?Scx::xx��F��c�2S2Sc�£'x�2Sc �2Scx�25c xi�c � �x �:'. . . ����� ���_�� �� ,'h,, ... �. ::�� . .. �� � .. � . .. .. .. .x� �� � ..... .. v ... ........... .�_...... ........ . ..---�_—......_........_. � . � :::xx�x xx �xxx:xx. x�x x . ��. xx� xx . � x x . x�: . . .. . . .. . . . �� . . �:::: �:: . . �—�� . ...:........x:::: xxxx::xx.�:.x :::: xxx..x . x :: x � xx..... :. . . . . . . ....:.:.::xx:�::::::x:: xx�` xx�:.: � x.. x .. .. . . . . . . . . ..... x��....x xxx x :.x.: xx::x �° . . . . � � � � � � � . . .... ..xxxxx�xx��xxx xxxx .�x� �.x�x: � ... ... .... � � . . � ...... };};}; .. : . ... . ... .:•:�.%%%]2SC�`�SC%%X%xX'�C'�C% % %%� % . 'x' ::% .. �x x:::' %%..:: . a� . . . .... .: • • � � � � • • • :..xxxxx::••:. :: #ic• x • �xxx ::�C�xx�2`ic••xx• • � � � � . . . . ... .. xx�dfic x�' c::x' x x:: �x :: �2'ic �2'idficxxx:. . . � � . . . . . . . . . ..:.xx:.# : x�x: : x :: x . xx �� x.... �� %% ••x x:x' .?SY�i' '�xx . . . : . . . � ���"S� S� S � �E �. � � � { � .$ . ' . � • . ... . . . .... . . � . .. :. . . . . . .• . . . . . xx•• x .xi�x x :. x• .:x x.. �x 'x xx. xx::..: x .�.'�x�. ; '" � .. . ••• •• xx x x x x x x•• x � : . . � �� �. . � . . .�.�. .�. �� �:...� ...:�x x � . .. :: x � xx x x:�x� . � � � � � � � �.� �� � �' � �� � � � � � � �,� � x . . � � � � . . x:: x x xx x x�x� .. . . .�'$. . :'.. .. % % %%h { ' � �j�' �.�• � Y r tiY • % . . � :.� . .�• ' . ... :: . . .. . . . . • �' . v. . . +Y yC+C+AWV+ �. . . . . . . . . . . . . . . ... x . . . .. � ..... .. x .. . �. . . . x � ... � .. x .. x. .. .. x� . x ' — ::• • • �• 3 � � � � � . �i �� . . . . .. x ...??�' . .x....:��'�::. . .• . � ' � „ i i�o � • . . .. � . . . . x . . . ..� . .. . . .� ... �. . . . ..:• ... . . .. , : . . . � �.. . . . .�: . �.. .. .. ..� .. � ... ,�. # . � . '�.., . � a � . . �.�. ���. � � � � �� � ��:. . , . . � :. . . .. :� ���� �� �::. . .:... ,� � � �` � � � ��� ��.x���' k .. :. � : .� . ...... �.� .. ��`. :-v�.....:,�. � � � � � � � � � . . '.Y70�' '. $Q$. . � . . . {. •� .%. �� ��S . � ��f�'. ::. ' . . . ,.4 � ' x . .:. . .. x:�. � . �� . S .n. . :. . .. ..._�x..��:...�� ��� ���� ������ ���"����i�� . : . �� .�;.� . � � . ... : ��� : �, �V��.�. �s�� �_ ���� k �� � �'� � ` ��..���� � � . . . �.. . T+} ^�' � � �'.. . . :�: : :�� X�2 . �� �. x y�,.{ # �'�— � � �y�+n�Y��`^'' * {p�7}+^q:2{�''�3 �g 1i a � �: . . .�� • �•• � �x. . �' � . Y � r F r '4.� • �'; �� � � � �� i 'C 7�.�. � { 4 #.,�T CN ; 8 � S� � .' S4 +7� .. � �`�'� �€ �� ��� �'���� .�� �'-� � ����,.. ���TM ���, ��: � �� �:.: � . .�..��. . �:� ������ €�.,� ����.� : �. � .�,�.,� �'� � �. � .�. :.,� � .: � �. � �.� �� �� .�� .� : : . .�:�.�. : �. � � � � � .�.�.� x �°'.� �,� �::�: .. �` � . � �. � � � .. : .�. : :� � : :�°.� �� :� ... . �" . . �"""' �.,.,. � � . : .�� � . �� .x . � �. . � # �" . vYv .. vYv ¢¢YvvYvv<� .. � ¢ . . .{ . ...............------- � � . :� ' .{' .' A � . .� �. . . �� .�. •• g� . � � � . � �py w�pnn .. .. .... . � � x. � '•.�»c�#,�. �wC��. ' . � '°°g�°° � • :. � � � �:� ,�� . �� �� � � � � : � ��. . :.�� �:� . � :�: � . °��� ��. � .�: :� � � � � � : +� •. �oc_# . x � �• � � .�. . . �� � . �. � � � . . .: � ; . : . �`: . �.� �€. � � �: A :AA:x�,vvvti;tixx�� . xxxxxx. .�. � :�x�� . �;�„,. . . . �: � � {� . ' . '� . � " . ,€. �,.�„'` :�� �� �. � � i . . �.. . . �� �n�nn�nn�nn�nn�nn�nn�. . . . n�..n�nn�;��� � � . .... � .�.� . �. � � � � ' . . . �.� . . .: . �.�. � � ��.� � �` . . . . � � . � .... . . . .. . . . .. . .. ., . . . . . . .. ,� . . . .>.¢.�a�:e¢�����«:��^^.�¢�� . : ..... .--��---- � .. €. :� ._____-_:------------:. ...-----. ....._.._.. �'?�. ..,.. � .. ' .� .. . .. .. i.... .... . .. � y�y . ' . . . �. . . . �. .:. .' � . ' +CmGC Y: . 3C �. �.� ��� ���$ ���� �� ��:� . . . �� ���� ������ ��������� �� �. ::K : .� .. � �� �`� � :: . . . . . . . . � � � : . . . . . �. � .�.��� ���� ������� ��f �� � . . .. . .: . :�� . . ��.�� �� �� .:. . x . . • . ��+'g' s�y � .i. .x � . �. .� 3 - �, � i �£ a � i b°�°�°F. .i. � .x . �.� .� . � .z . � � .x :� . . � i . •• . . � �� . . •wo�vvvvv�ao�••ovvvvvvvvovvvvao�,o-vvvvvvvvv ' �� � � � � �� { .�� . . �� � . . . . . .. ���� � 'k�i�� ���w� � �o- � �.� ����x�� �r ��� ��� ��� � ���� ������� � � ������ � ��� .�.���:�������������� ���������� �� � �� � � � � �.� � � ������¢.�#: ��:.. � � : : ��� � ����� �� �� `�� ���. . �.� � � � �.� �.� �,�� �.� �. .� �.�.� � � . . . ���°: ����.�..� :�.�� � :°�� � :.��.� . � ������ '•.�: �]� CE'� �.�'T �F�'�.�•.. .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YYYYYYYYYY%::rrrrrrrrrwniiv �. .. �� . . . � .. . . . .. ...... . . . . •.��tr:����� �•�•�•����� � � • •• . � � � � • � ��# � � � � � f �� �� M � � . . �. � � . �� � • . . . � � .�:���� .�`.. ....�..�,,�.. � �.�: ��� �. $�� �y��. �����:�f �,� �� � �� . . . . .. . . . . .....� .. .. .. .. . . . �. .. �� . .. . � . . . . � . . . . ... . . .�. . . . . . . . . . . . � . . . . . . . � � : ��� , � �; �� � ��`� �.�.� � . . .�'���a:#:�:� �c � � � � #.� ' a� � � �_ �•���_•����� �.� � � � � � � �` . � °�.x .. . . ��� ..��:�� . . ��� � ��..����� ��� ��� ��� �����'�������� ... .. .. ... . . : � , �� �• ��#•� � � �•�•���.��.� � � �: ����•�:?�•�•� �•�•� � :� .�:.� �. . . � � �. �. �� � �� �v•� � �� �� � � �€-���.".�'� ¢,,,�„a��o�.�j ���� ���?'������ �'��i�"'����� # � �'�� .�. �.• . . . . � . a� : • � �. � : . . . . �: � � � � � . .�� � . � :� . . . . . . : � ��� � � � �� � � : ' . :' �. ���. ��. . �..�<�xx �`v` ������� �� � ���'����� ��� � �� ��°��.�.��.�� �� . ��.�: . ...�:.� � . �x : � .. � ��. ... ���� ,�� � .... . ... . :.. . ... � ..:� . . . : . . . . .� ���:. .� �:� . �'� ...�. . � . �. . . . . . . . . . . . . . . . . ; , . � , . � . . . . .� � .�` � � � �; .�� ���. � � . �� � � � �.�. � . . . . �: ��:� ��... . �a������{�a�a�� �� . € � ���� ����� �; � <{����f� �.��K . . „� . : . � �. . x�`�� . . . .�`�. � '°���. � . . �. . . }��. �. . . . ��: : . � � � . . .'# %#��E+dx�. . ��{ . .iE'� .�. . � .� -------,�.�...,.�roowa�„o-�,x . }y�+� yyy yp_'�"` i;i{$} ���+�'q$y f42$�"�, >} �} k"� i "°". : • � �� p�,{ }r.� ... . . . � : :• . :.: . . . .. ..YY%::]WPW�..]R. ..: . • . . . .... .ti.. ..... .:. • .•f � . . ... .. . . �+ O��nCi$�{...��� �a�YM'} Y�i • { �{}'�M{ {� �Y��¢���� i ��$: . . • . . . . , . . . . . � • . . � : _ . . . .��� . . ' . . . . . . . . :� . . � .. . ... .. . . . .. . ... } � y q . . . ' . ' .. + i� /�� -0L ����� • • • �• . • • ' . • .. ' . '• �. • •'�:•• • YYYYYYYYYYYYY____' : .. . :. . . . � � ' � : ��� �����:� ��'` �`���� . �x.. .� � . . . .. . � . . . . . . . . .� . . .. . . . . . . ... . . . . . . . . . . . . gW�s . . A : ]GWOGWWOGWWGGM'%%%::::%%%%%%::Y:Y:._YY::::::____"y ^4'o- 1{-0v �2 "t � � � �r ���� y{2 p}��p�� �/�+py� �{+,y,} �p } .. •.�.SP.....:'..1:::]01......�.�.. : . . . . . .... � . • . i {� Y �in�ni� ���� �� ��J� 1n�� •m� + �C{.� }{�� W+� � : j. 'AOOC+GW'{':..: ]OWC: % %� y �r.� � �} . . �� v:.�'C]T. '.: 1: � l {x.{k r . . . . . . . •k � . .x��{':.[:. ; .. . .:��' Y .� :. % . ��•iGW':SGR•]WWC ' . � . . .. . . .. . . ' . ' . . . YxAG�T : r . . }.{ :^.h{:�C j . . — ��. � � r :�. ,�. �•� ' � � ,� },. �,n.. ,o- Y. � ������'���� �������:x���� ����������::�...� }..��;��� �:'�� �>:'�'�.� �}��,; ��`s � '� � � ��� �� ,�,� ������ � �� �; � ��� � �'{�� ���`� � ..... .. .. . ��� �� �� ���� ������ � � �� �� � .. � � ���� : ... .. . ° �'��� ��:�� ��. ������ �� ��� ��� �� ������ �' ��.,.��� ����������� ���������'��:* � x���� �,������ ����. . . . ...... . . ..... . . .. ... . .. ... .. . . .......... � ..... .......... . . .. ...... ......................... . . . . . . . . . ..................................... . ............. . . �. . . . . . . .. .. .. . ... . .: :: . . . . .... .: . . ..... : .. . ����� � � � ���� �����-. :.. . . : . ... . . .. .. . ... . .:. .. . ... . . � � .: : : .. . ..: .. . . . ...: �. . : ... . ... �� � � .: : :.� � �.. . . � : ��4 . �.������� �����`��������� �.����� �`�� �� �� {��.� f.. {� � �. : . � : . � � . : . ..� :. ,� : �s � �rM � � �' x r�� �.� �..� : . � ... , , . . � � � ���� � �.�� ���� ������s� � � �� � . . . . . . . .. . . . . . . . .. . . . . .. .. . . ... . . . . . . . . . . .� .. . •:. . .y. .: . . .. .'. YY__YYY . . . ' . " � � • . �� TM { � ]S �i' ''u �M10. ��� � � � � .... . .. . ....�.. . p.+�. p y{ pk � y� . . . . . ' *aa+v+m+v+n*ao�o-+c: favovwoa'. +ccccovccccccccovccocwoai000- . �oowmmmo- Acg�q��wx• . . " i , �.+ � � � 3 t„� i.+k t � � �{ • . � �y ! � y � 4 yE � ���Q� .. �����x������: �s��. ������ ��r ���. ,��. ��F ��� �.���� ��' �� ���� .:. ��� � �� � �.. x::. ; � # � �� . # . � :: :. . v v � � �����,� � � � , � � �����<�. ��� ������} � ���.x � �.� � � � � � : �� : � �� �����:��� ���������: ����� ���� : �m..��� � �, ����.�� �����`���� ������ ��� . : . � . . . ................ � � � � � � ; �� � �� � � �� � w � ;� � � � * � _: ...�..__..x_...._ vvvvvvvvvv� :.:.:.:.� vvv�.vv . . . . . . . . . . . . . . . # . ::�� :::.... ....... ... : : : : : � .. g{ {y�¢�''2 � ����� �: ��.������'� ��'�,� � �`�� ..... . . .� . t��#5.�2 1� �.G. { �� �a�'�� ��� �; � ��f} � � ��� r�� �'�� ���� �� r'°} � � . ��� . � � . r <,�. < { � . ..� � . ����,��`�`� ���� �. �'���. ... ... .;:� . ���'�: ��������� ��, ���� ��. ��. � �.�� � � .............. . . .... . .. ...... � PARCEL 27PE/27CE �� � � �� � � ������� ��� ��� ����� �:�� ��f �� �� 1� � ��� � � ���r�itt�r: �1� E IV � El��tr�r� i��l I� F����r��� �� T�rr�r�� ���.r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��, � � � f�l�r� L�ui�� �li�h�l��r� ��TI�� �� ���Fll`���I�I�L�� F�I�HT�: IF ��� �►F�E � �����AL �EF���I� ��� �I�� � F���[��� �l� �T�[I�E �I� �F� �LL �� �H� F�����I �I� I�F�F��C��l��l FF��II� �HI� I��T��1�1��1� ����F�� IT I� �'IL�� F�F� �E��F�� l� THE ���LI� �E��F���: ���F� �� �I�� ����J F��� 1�1 � ���F� � F� �� � F� �F�11���� L1����� IV �.J I�I ��I�. � � ��� �� ��r�r�� E��r��l� �,I. �, ��� ���r� ����� ����r�� ��r � �� r�� � � �� ��E ����I ��� �F��1�E F�� �1�EL�� ��� i�T� ��1��� I� L� � ��J F�1�� ����r�� �f ��� Tr��� � � ���T� �� ���� � �� I�TI� � F T����I� T ����: F��: ���.�� � � � I��l �� �� �[ �� �� TH ��� � F�E�E I��� �[� � � F� F�T ��I��I� �� l��F�� ��1� E F� F�� ��I E�I T � ����r-�: ������ ���� ���� ��� � ��� � � ������� ������� �������� ������� �F��T���� �1�1�1�� ������� ��r��l�a�in� ���r-�t��: ��� � I�I��LE �1fE � � � ���L��, I��� L��-1-1� � � � �lT�l� � �� ��� �I � �TT���I ��� ��� �T ��I��� � E� — ��I�T�� ���� ���T �I�f�T�E� �IT� �F F�F�T 1�'����H � I�iVT���� ��I L� �l � �� � I���� �� n �1��1 M�� ��ur ���: ��� �'���►� �TI�� ET ���T 1����H� T����l� ��� �IT�� T� ���1 �� ��I�J�I ��I�TI � I�: T�r� �����r-� �� �I �.��� �r�� �t��� ���� I���I�� �f�� �I*.I�I���f�� �� 1��11�� 1� i���'��� ���l��1�������. y� �r�� ��� ���I� �� r��i��r��i�� � �I�� ���� �I[�I�T � F�� I� �F��: ��I �� rr���� ���i �ul��l� �1�������1 i r� �h� �r���l���l E�I� i I�it ���� � , ���I �`���� �E� E F� ��� I�E f�Ti F���. �������� ������* �� ����� � � 5 �r�r���r� f�r� ��� ��r-r����r����n ��� #� ��r�t�r �r�� ����� ��� ��� ��I���I� ��r��i��r� i � � � ��� � �r��� � r� r-r��� ��Il� � � �� � r��� � �� � r�� r�t�� � �#� ��������� �r-�� ���i r� � �r� ���I � � i�� _ � � � , � �� r����� I ����r��r�# �� r ��� ��r�������i � � � � ����t� r� � �� �r�t�n � r� � r� I���r�� r�# � r��� ��� � � � � �� � r���i� �� � ���-������ ����� �i�� ����I� , F��r���f��r ��f�rr�� �� �� ��F����i � T�r� ����li � � � i��lu��� �CI i r������t�l �r�d�r����r�� �r�� ����r� ���r-�� �����rr��r��� � �i �n�r�� �r�� � � � � ��������r���, ���lu�ir��, ��� r��� l�rr�r��� �� ��r���l�� � r��� ���� ��r���� I���r�l li�� ��r�r����i��� � �i���in��� ����ti�� ����� ir�� ���r�� �r���r �r�� ��r���� � �r�i�r� �� ��� E���r��n� Pr� �r�� � �� r��r� ��rl�� ����fr��� �� ��ch i��� `��� ���I��� I���-��� ��� in��� �r���� I��r��r� ��� �II �r-�i��r�� � � ��r������ �������r �r�l� t.�� ri�h# �r�� ��i��l��� �� �r�� ��� �ll ti��� �� �r���r ����r��r�t �r� � p �� �r �r�� ��� ���r���, ��r �f�� ��r���� �� ��rr�tr�����r��t ������r� , r��in��ir�ir� � �� I��ir� � � � �� � ����i r-�� � �r,� �����rir-r� ��i� F��i�i�. � r� r� � � �� r�� � � � � I � r�� r�t� r � f � � �� �� � � � � � r� � nt !� �� � r� i r-� � r� � � r� rr �� �h i � � i r� t� �-f� �� � i r� � r� � � � � ������� � ��� � � �� � ���������� L ���� ��� ��� ��� � ����� � ���� �� ��i � � � � � ��� �� ��� �� �� �� � � � ������� �� L��� ��� �������� ������ � ��������� ������� �� �� ������� � ������ �� ��� ��� � �� I������ ��� ��� � ���� ��� �i � ��I� �� � � ��II������ ����� �� ����� ���� `�� �� ����� �� ����� � � f �� .� ��������� ���� ������� � �������� ������. �������� ������� ���II �� ����L�� �� ������� ��� � r� � i r���ir� � ��rr�����, ��� I�� I� � � � r��r�� � �i�r����, ���� �� � ��j r-� N�� ��r��� ��� E���r� � r�t � � �����r�. ���r�t�� �I���� �� ��I������. �� r�����r� �I�� �urf�� �� t�� ����r�r��r-r� ��� � �� �� � r� �t���� �� �� �� � �� �� � ��� i r��l �� i r� �h� ����� r��i�� �� � � ���� I ` � � � � � �� � � r�r���� �� t a r �ir� i��� �� rf��� ����-��r���r��� I������ u��r� �r �����r�� �� �f�� ������r-�� ��� � �I�i�F� �� � � � � ��� ����r r�r����� � ��I���t�� � � ������ � � �r�� �� a � � ���t.� �� �� � ���� It �� �I�� � r� r����'� � � � �� �f ��r� ����rr�� r�t � r� r�t�d I��r� � r��� r* � r��i� �� � � ������-� tl��� � r� r���� ��� � I � �� �� ��I������ t� ���t�r� �� ���[��� irr����i�r� �����r�� �� ��f��r ir� r�r��r��r��� ir-����II�� i� �ri�l�#i�r� � �f ��� �r��i�i�r�� �r�� ir������� ��� �f t��� ����r��r��. T� H��E �f�� T� �--I��� ��� �����-����ri��� ���r��r��� �� �tl��r �i�l� �II �r�� �ir� r���r �I�� � .� �i���� ��� �����k�r��r��� �[��r��� �n ���� 1����� i� �r��� �r��r�t�� �n� ����r���'� � � � � ������� r� �r�� ���i� r�� f������-� �r�� �r����� ���� f��r���r �ir-�� ����I� � r-�� i�� �������r �r�� ������� t� �r�r��r�� �n� ��r��r�r ��f�r�� �Ij ��� �i r�� ���� ��� ����r�� r�� �r��� �r�r����, i�� �������r �r�� ���i� ��� ���i��� ���r� ������ �I���������` I��u�l f ���i rx��r� �r� t� �i�ir� �I�� � � ��r�n�� �r� �r�� �� r� �h�r��f� ��� ��r���l�, �r � r���r ��-�r�t��� ��� r-��� ��tl���-�r���, ���+�� �� �II J r����r� �f r����� �� t�� ��� r�� �I�� �� �� ��� �� � �� [� ��i��i r�� � r�� � ��� i��b I� #� �1�� E���r�� nt �����rt�. TI� i� ����rr���� r��� �� �����t�d ir� r-r� �It� �I� ������� ���� ���}� �f ��i�� �il� �� ���r��� �� � � ��� ir�� j � ��,� �i� ��I� �������r �r� I I �� r� ��i#u�� � �� i���r� rr�� r��. � ��r� tl�� ��r���� r� � �r�� � �� � � I� r � � r����� �r�� �r�r���rr�� rr-������ �I�� �I�r�l. [�[� ����F��� ��E�F� ��I TH� ��L�I��1�1 �I� ���E� �►hIIT,�1�1� �E�1f�l� ��E�lI�I�T f���r. �� ���� �. ��� ���� � �� ����� � � � �I����l�� ���`�F� ���� ��►�� [��I �� l�L�� � ��I��r� lir�i��� li��il i�� ��r����� � �: � � r�� r- � ��� I r� �� ��� r � I�. I.� � � . , � ��C���r� I�r�i��� li��ili� ��r���r��, i�� r�� ��� i r� r� ��r ��: �! ��1�: f�l��l��� �. ��1�� � ��t��: 1�i�� �r��i��r�� � ����: �I� �� ��� ���i� � � �� ��i� r������ : ����� ����� ���� ��� ���� ��¢ ���� � �� � � � . � u� ���� � � ����� ��rir�� �l�r��� � i� � ������E � �� �� ��1�� �1�� �E��LIT� � � � i � ��� �� : � �� � �� ���� � �� � �. �.� ���.�� � �{ .��� � � � . � i� ��� i� �,�I I�f � - �� I ��� � � � I �1��� I�f"1 � Pr�r�� ��r�� � � � � � , ����� ��� i r�� r��� �1�� �����-��-���� IV� �I�� ����I���E���I�I�I�T ��"�`�� � F ���� ������� ��1� �� �� � 0 �����E �IE a ��� �r�����i� n�� �����ri�� � �l���r� ���li� �r� � r�� ��r �C�� ���fi� �� T����� �r� �l�i� ��� ��r-���a�ll� �����r�� �� ���; I���� �� n�� �� �� ti�� �a�r�� �r��r� ����� � r��r�r� �� ��b��r�b�� �� ��� f�r���in� ir��t��r��r��� ��� ��I�r-���I����� �� r�� ���� �I�� ��r�� ��� tl�� ��� �� � � �� � ��� t��� h� ����ut�� ��� ��r�� �� tl�� ��� �f ���� �� ��� �� ��� t�� ur ���� �r�� ��r��i��r��i�r� �h���i r� �� ������ ��� �r� tF�� �� ��i � � � � � �I�� ���r� ������ . . � �11�Ef� ��l�EF�1���I�i����I��E�L ���FFI���I��� ����f ���� � � � �� . � � �1��� ����i� ir� �r�� ��r ��� �t��� �� T��� ��►�l IT�F�`� � E� �F� EA�� �l� �Ti F��r. ��� � ��� �� _ .�� .� �, �� ��� 0 ������ ���f� � ��t�� P�#����* ����� �� ����� � � ��� r� � � 1 ���� ���-� �� ������i�� ��� �����-���� ���t���. �� ����� � � , �����1�L����1�1 �1�� �T�T� �F TE�� � � � �I T�1� � � T�►I�F��►C� T � � �!. ������ f�lE, ��� �r���r���r��� �����r�i�, � IU��� ������ in �r�� f�� �h� �t��� �� ������ � �� �I�i� �� ���r��ll � ��r�� � � ���� � � � � �� ����� � �f �� � �i#� �� F� r-� ��r`�[�, I����r-r �� r�� �� �� �i�� ��r�� ��r��r� �rh��� t��r�r�� i� �����ri��� t� ��� ��r� �ir� �r��tr������, �r-�� ��I�r���r��� �� � � � �� rr� � �1��� �i�� ��r�� ��� ��r� �� �f �h� � i�r �� �� r� ��r�l� �n � �h�t f����f�� �����#�� ��� �� r� � �� ��� ��t �f ��n� �i� �f ��� I��r�� ��� �I�� �ur����� �r�� ����i��r��i�n t�-��r�i� �� r����� �r�� � ir-� �h � �� ���it� ����� i r� ���t�d . � - � ��h ���f� �f���F� �i�H����I������F���I�E���� �� �� � ���t�m ��r �� � �� * � ���� ��� t� '. �� � � � � , � ,-r �� � ��� ��� �� �,�, �� ��� ����� ������ �`�� � �� �T�1�� �F TE��1� ����� �.�� � �� ��� � �-� ����. ���. ���� ��, ���� ���:�� . � �.:� �i�it�ll��i�r��� �� f�i�l� �r��r� °�:��t�: ����.��.� � � �:��:� � :: _�:�;���, ����r� ��, �I i� i n � r� � f� � ��� ����� �� T���� ���11T�1�1� ����F� ���E[�I��IT ���r����� F��v. ��� ���� � �� � � �� � � � �- r �- �� ��� �� �� ����� ���! �� � �� � � 1�����! �������� ����� � ��� � � � � ��� ���� � � � � �� ������ �� ��� �� � ����� ���`�� ���� ����� �� ��� � �i�`����� �� ����� � `� �� ��� �� ���� ������ ��.F�� �� ��� � � � � ��� �� . � ��`l� ���' � �. � ��� ����� � �� ����� ����� � � � � � � ���� �� ���� � � � � . . � ���� �� ����� � � �� � ����� � ���� ����� � ���� ��� � �. �������� ��; � ��� ����� � � � � �� � � � �� � ���� �� � � � � � � � ������ �� � ��� �� �� �� �� �r����� � �� � � ��� �� f � F � � � ������ ���.�� ,���� �� � � � � 1 I ��� �� �� �� � �� ����� ������� �� ���� � ��� ����� �� �� � ��� �. �� � � � ; - T � � � � �� ��� � �� � -- ��� r�� , � �� ����� ���� ��� � �� �� �� � � ��.� .�� ��� � � � �� ��� ��r� . � ���9��a��� ����r���� � ��� � � � �� ���1 �� ��� � �� ���1��� * ��������� �� � �� � ; � � — �� . * . � � � � �� ��� � � � �� �� �� � � � �� � ��� � ���� ��� r�t ��� � � � t�� ���� � � �� � ��—��r��� �� �� �� �a ��i� �� � � � • � � - � ��� �� �r� ���� ���� �� � ���;� * . , � ��� �� ���� �� r����� �� ��� � �� � ��� � � � ��� — � .� �� � �� � �� � �� � �� �� ��� �� ���� � �� ��� � � �� � �� ��� �� ��. �� � �������� r r� � �������� �� ��� � ��� ������1� �� r�������1 �t����r � � ����� ��. �� � ������� � �N �� �' ��� N � � � ������� �� ���r��� ��� t �R ���.� ��t� � ���#� �� � �� � ��� ������� ����� �� �� a� �� � � �� �r��� � ��� �� �� � � � �� ; , ���� �� � ������� ����� � ������7�� �� ��� t� i � �� ��$ .�� ���� ������ �� �� � � � � ���� � �� ��r��� � �: . � ���� � �� ����# �� ��I���� � �� � � � � ��� � �� � ��������f �1��� � �1 � ���� � � � i r��� � - � � � �� ������� ���� �. �������� � . � � � �.� � ���� �� � ��� �� ��� �rr���� ��r-�� �� �� ���� �� � � ��� � + . � � �� ������� ��� � � � ������ �� � � � � �� ���� �� � ���� ��� ������ ��� � � � � ���� � � � � �� � � �� � � ������ ��� � �1 ������� �� �� � �� � � �� � ��� �� r�� �� ��� � �� � �� �r� a . � ����� ���� �� � �# �� � � � � � �� � � �I� ���� �� � ` + � � � ���� �� � ����� � ��� ���� ��� � ���� ; � � ���� � � � ��� r��� �� � � � � � ���� �� �� � � ������ ��������� ��� �� �������� ��� ������ ���� �r �*���� ����� ��r� �� �� � ��. � ����: � � ����� � � � r� ����� � � ��� � � � ��� ����� � 1��� ����� � ��� � ��� � � � � �� ������ ���� �������� ��r�� �������� � ��� � �� � ��� � � �. �* ��� ���� �� ��� f��� ` . � � � ��i��..� �� ������� �� � �����r�� ' * ��I � �� �t � � � . *� � ����������� ���� �� �� ������r��� ����� � � � f � ���� ������ � ��������� ��� ���� . � � � �i��� ��� � �� ��� ��� �-�� r���. ���� ��� ��� ��� � � � ������ ��� �. �� ��� �� � r+r�� �� ���� ��r�� ���� ��� # � i � # � � ����� ����r������� �� � !� �� ������ ����. � � �' �� �[ �� i ��� � ��� 1 �� � �� ����� � � � � ���� ��� ��� ��� � � �� ��� �������� �� �� ��� � ��1 ��1�� � �� � � � �� � � �r-�, � . -. � � _ � �, .��� �� �� i����1� �_ .�.�i�������� . �� . � �� �' �y � �� � ��� ��� � ������� � ��� � ���� � ��� � � � ���� �� ���r��i�r� �l�� �� � � � H��tt-�� ��� �� � [��. �� �� �� i����� r� ��� � �� � ����� � � � � ��� i r��� ���, � ��� � � � � ��� � � 1���� ����� ���� � ���r��� ��� �� �� � ��� � � ����� ��r��� �� ���.� � � ��� � �•�A ��*' ���� � �'�.*� ��� ��}� ''.� �} �� �� ;� � � � �, � � ; � i * i � *.��.��r���������*�*�*���t�iyi*f ��� � l , ���.,����� ■� ���*.��■ r� r y;�*�4�� �#��f w fa ���*� *� � �� � � �� �+ � �**��� ���# � � �,� �����.� � � �-*���.� � � � �.� �� 0 ������ �� �- �"��� ���� � �� � �� ����� � � ���� �� �� �� ��� �� � . � � � �� � �� � � � � � � � * � � �� � � � � �� � � � ���� ������ � �� � � �� �����i��� ������ ���� ��� ��� �� ����� ������ ��� i�� ��`�� ��.�� ���� ��� �' w� ������ ��� �+���� ��. �� ��� ����� ������� ������ � �� i ����� ��� ��. �f �� �'�� � �� �r, ��r� , �L��� � �� ��f�� ��� ����� � � ��� � �� � ���F ��� � � � �� ��� ���. � � � ��� �L �� ���_� �� E� � ���� � � � � � � � � � � � � � �� � �� �� � � � �� � �� ��� � ��� ��� ��� � �� � ��� ���� � �� �� �� �� �� � � � � � � � � ����� ������ � � ����� �� � ���� ����� ��� R�� � ��l � � � ��D�.�..�4 ������ ���� �. �. �+�'.� _� . � � � _ � �a � � 1���` �� � r ����� �� ��� ���� �� �������� �� �H� ���r�.,�v� �n��� � ��������. � ��� .��•t�.,i ■�f �� M � �� �� �� �� � �t; �� ��;f� � }� . . ; , t��;�fsi+#*��f��■Y�f4ii� � ■��iR��'� ��� �y ��������� �� � ■�*F���aa��*�a* ■ � ■i �f�ir ■ ��i � � � � �� � � 1 � ■ ���# s � � �� ��� �� � � #i : f �� ;� �#t � �� � � � fi. �� ���+����� �������i�i�� I�Y�� ���Y��� *7�r ��� F �� ��� � ■�. ���V � F-�L�I#���E�a�� ���. ���I�� 1 � � � � ��i���� ��r�n�a � � ��i � � ��� �� I���. ����� ��� ��� � ��� �h��� ���� ���-� � � �� ���� ������ � �� I_+ � �� � � �i* ��� � �� �� �� i.f � 7/ 7�Fj�� �' 1 ��� �.F �� �� �L � � �F� �� ����. �I��� �T �►� ������� ������ ���� ����� ������ �� i ���� � ��� ��� �* �� �. � �� � F �rl ��1�� ����� � � � ���T�� ����� ����� ��� ��I��. ��T��� ��. � ��� ��►� F�� �� � I�i�� ��� � � � � � ���� ��� ������ ��� ��4 ��� ��� ��5� �■���.�� �� � �� �AL�� � ��� ����� 0 � � ������ ��� � �� �� �����t � r��� ��� � I�� �� i��� � ���� ��� I��� R�� �T �� �� � i� � ���! � � �� P� "[��f����� ��� ��� ����� � ��r:�rT �� ������ ��� ���� �M��.7 ������� ���� �� �E��i� ��' � ���N'� fi]�`L� ����� �� ����I���+ ��� �� �� ������� ����r�i�� J����� " ��"r��-��i��� �''i�� ��� ��� ����� �r�� �a�n-�—����, ���_ � ��� � ������ ��� � ��� ������ �# 7 � � ��� � �� �� ����� �������� ��� ���� ��� �� �� �� �F�F� i ��; �� ��� � � ��� �� �� � ��� P�� ������� ���, ��� �E�v`r� �� - T� ��i �� ��� ���l�� ���� � �� ��� � �F ���� ������ �; ���� ��. � � � ���r� ��� �t� �� �� � � �� � � ������� ��� ��� ����� �:�� ��f ��� F��: ���.�� ���r�itt�r: �1�E1�� El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� ��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��, � � � f�l�r� L�ui�� �li�h�l��r� ������ �� ��� � �������� ���I��� � �F ��� �f�� � �i��'��►� �� f��� � � ��� � �� F��1�1�1�� �F� ��F�I�� �►�I� �� ��L �� ��1� F�LL��I�I� ��F���I�TI��I �F���I ��#l� ��I�TE�� I�I��IT �����E I�' [� FIL�� F�F� 1����F�� I I� T�l� ���LM� F����M���� ���� �� �I�� � ��� I�I� �� II�I��� � � �� �� �I����#� �I����� �I �J II�I ��I� � ���I �� !-��r��� I��r��� �.I. �. ��� i��� ���u�r� ����������r� ����� I � �� ��� ��� �1 �A� � 1��1�� I�� �[�� L�� ��� �IT1� ��I��� L L��� ��i��E� �I���r��� � ��� T���� � �1 ���T� �� �E�� � � � �� � � ������ � � � � l� �I �1� �L � I�M � �I �� T�I E � � � � � � � �! T� � I�� F F� I�T III�� F�i�F� ����� � ���������i�� ��►������ ����: �� �� ���� � � ������ ���T�F� ���� E��T L���� �L�} � ��L���l�� �I�IITE� L����LI� ��I����V� � F�.A�V����� ��I �� �l� ���F���� �ir��l��ir�� �� �r���: ��� � �I��L� ���I��� ��LL��� ������ ��I� ��� �� ��� �1 � �T������f�� �►��E� I�i��l���� — ���T�� ���� ���Y � ��1��� : � �T� � � �� �� 1�� E��� � ��1����� �l�l I..�� [�� ���I���� ����I��ii�� ���r���: � �� ����� ��� �� ��F�T ��F��H� T����V� ��� �IT�� � ���i �� �������i�Ti ���i: ��r-r ��ii�r� �� �i �. ��� �r�� ����r ���� �r�� �������� ����i��r�tr�r� � �]�� ����i�� ��� ��fifi�i�r��� �� ��i�l� M� I��r��� ��I����I�����. ����1�1 E �!� �F���EF�T�F ���1�� r���� ���i�� I��� ������ ���I i r� ��� �����1���1 E���I��� �� ��� � � r� r��� r� f�r �h � �� ��i ���t�� r� �� i� �� � r� �r���� ���� �r �r��� �r������ it� �u������r� �r�� ���i���� ��� �r�� �n� ������� ������� ������ ������ ���� � ��a���� � r��t� �� r�� i�� r�� ������ � r��� �r�� ����� ��� ������, ��I�� �r�� ����` . �� ����� � � � � � �� � � � � � E � �� rr� � r� � � r� � r� � i� u ��� � i rr T� rr� r� � + � • � � ���r�t�� T����� �� ����r���� � r�� �� ����� �r� . .. � ���� r�� � �� �r�� ��� r� �t "�'� ��� ���1 ��r��� ��� r�n ' ��� � ��� ��r���� ���i �r� r��� ��� � r��� � � ���� �r��#�r�� �r��� t� �h� ����r��r�� �r� � . � � � It i� �r�rt��� ���-��� ��� �r�������� ���� �r�r-r��� �i �� - . �� ��rr��f��� ��� ��� �� �� �� E���rr���� �����r#� ��� �I�� ��r ��� �� ��r���ru�`rr� ����� i � � � r������rx��r�t�� ���r� ��r-r� �I����r� �� i����������� �r�d �t� ���� �r��� � � r��r���� ��� r� I� ' ' ! � � a � �� � r� r��� � � ��I� � � �� � � �� ��� ��� r�r�r���r�r� ��������i�� ����r��r�� ����I ����� �r� � � � �r��r���� ���Il h��� t�� r� �� �� r���r� � . . , � �� r� �r���i�r� �� �I� �� T�r� �� r-� ��r���r���i� r� E ���r-r� ��t �i��� �� �I� i . � � ���r���r �f �r�r����. T� H��� ��! � Y� H��� �h� ���� �����i��� ����r��r� ' � �r���r�� #������r �i�f�� �II �r�� �i r������� �I�� �i���� ��� ����r��r��r��� ���f�#� ir� �� ��I ' �� �r���r�� ur��� �r�r����� ��� � r�r������ ��������r� � r-�� ���� � � � r��i l �F�� �� r�n I�ti �r� � � � �f �� r�������� �r�� ������� rr�� � . � �r�r�#��. �r� r�t�r �r���� ��r�� �I�����I��� ���i� ��« �u + � a � ������r�, � r�� ����� n�, �� ���� r�� ��r� � ��� r�� � � � � �r�� ��r�� � I�r� �� i�l ����r�� �� � ��� � r� ���� �t� � . � �� ����� r� �r�� ����� r�� � �� ��r��� ���� �����r-� ���r������r� I��rf�ll� ����r�in �r �� �N�i r� �h� ���� �� �r-r � � � � � r��k �������, ��� �I-rr��� �, ��- �rr���� �� r���r� ��t ��� �������� �� �`��� t� � II � � � ���r� �� r���r�� �� tF�� ���r�� ��� ��r�n� �r� ��li�r� ��i��ir�� �r�� ����i����� �� ��� ������r�� ��� � . �� T�i� �I����m��� r��� �� �����t�� i� n��lti I� ������� ��k� � * . � p , ���i �� ����� ��II �� ������ �r� ��I����If ��+I� IF1����� �������� �III ��������� ��� ���������■ ���� �� 'r ■ � ��1 ���� ��� �LL ��� ����� 1�� �r��r�� ��� ���r-r�� r�� ir-��I��� �f�� ��r�l. � C���I������� A����F� ��I TH� ��LL��I �1� ��►�E � ��� �� � � ����� � �� ������ �� � ��� ���F ������ �� ����� � � � F��T� F� � ��F���l� ��F�� ���Y L��I � � LL�� � ��I���r�� I�r�i��� �M��ili�� ��r���r-�� ��� �� r��r ���t I n�r���� �a L� L � �; � � �������� �irr�i��� li��ili ��r� �r� � � � � i�� �������� rr� ��r ��: � �l�r��: �1����� �. ������ �itl� : l�i�� �r`�� ����� �I��IT��: �i� �� �'�� ���� � � � � � � �i r��r���� � ����� ����� ���� ��� ���� ��� ���� � � � �- . �� � � � �� �� � ����� ��-� �r� N . � � ���� � � � ������� � �� T� ��I��i �[�� L���LI� �1� �� I� t����.�1 �`� : � ��: � �.� ��� ����� �. �.� ���� �.�x{��� � # � .�. �. - �I � �� �I u �r�� � �s � i �t � r� t � i ��t� �r� � �r � � � � N �� �� r�� � � ���[� �r�i n�r��� �V�* ��l�l-��-���� I�� �I�� ������L���E�IE�C� � ��T � � F T��� ����� �� � ����� �4 \- J B E��F�E I��� �I�� � r���r��� r��� �u���t��� � �C�� ���li� �r� �r�� ��r ��� ��#� �� T���� � � �r� ��,�� ��r� �����r��il � ��r�� ����� �* �� ���� I�r-���rr� �� rr�� �� � ��� ��r�� ��� n � �� � � � �rf� ��� r�� r�n � i � �� ���ri��� �� �� � �� r�� � ��-r� ir-����� r� ���� � n � ���r-����rrl�� �� t� r� � ��r�� �I�� ��rr�� � ��� ��� ��t �f �r��� ��� � �� �� ��r�� �I��� I�� �������� �1�� ��r�� �� �I�� �� �f ��i� ������ ��� ��� � ��a r � h � � � ' ' ' ' � � � ����� ��� �� �� � � �r��i� r� �1�� �� � r� ���r������ � r�� i r� t�� ������ � �� � r� i r� ������ . . � 1�r � �[�E� ����I� �� �-I�C�� ��l� ���L �� ��FI�E �I�i� �� �� � ��� �� ��' � � T�m p �� r,� �� r� �tr��i �� ���r�1 �r�t ��'�` ��'}�� F���r. �������� �� ����� � � �� � � � � 54y�1 1 � � ��� �� 4 ������ ���� ���� ���i ��� ���� �f ����� ��t�� 1 � � �����-� �� ���r���s��r� �. ���1 ������ �� � � � � � � 0 f����r�r I����i� i r-� �r�� ��r �h� ����� �� ����� ���hI��L��� �I�I ��Y ���T� �F TE�A� ����i� �� T�F�I��T � r� �� 0 ����I�� I�� � t�� u r����i� r��� ������i �� N��� � tl� i� �� �r�� �� � I ��� r��� � � � � �1� _ ���li� i� ��� ��r �I�� �t�t� �� T����, ��� ����� � � � �� ��� �i� �� F�r� ��r��, ����r� t� rr�� �� !� �f�� �� r� � ��r�� r� ����� r� � r�r-r� i� �� ���ri ��� �� ��i� ���� � i n i r� �� rr� ��� �r�� � ��r-���I�� � � � ��� �� rr�� ��� ti�� ��r�� ��� �I�� �� �fi �I�� �i �f ��rt ��rkl� �r�� ���� ����I�� �������� �F�� ��r�� � �� �I�� ��� �f ��� �i� �f F�r� ��rtf� ��� ��� ��r����� �r�� ��r��r���-��i�r� t�r�r�ir� �� ����� ��� . . � �r� #I�� ������� �F��r�ir� ������� ��l���l l��I�E� �f� H��I� �[�� ���� �� �FFI�� t��� � ��h �� �� � p �����r� ��r �� i_ _ + � � � � ���� � � � r ��� � � �- � �� �� �� } 4 �� ����� � �I�L� ����� ���t��� �� �I I� ���T� �F T���� f������ � . �. 1 � 1 ���1 �-� ����. ���= f���. ��f ���� T�r���r�r� ��r��tr��i�n E����r�t ���r. �������� ���� �i� it�ll� �i� r��� �� f�i�l� �r��r� � . ;� . . .�x�::��°�°°°�'�:.����: ����.��. � � � �:��:�� � . .._������� i�l��r-� ���li� i r� ��� f�r ��� ����� �f ����� ����� � �� � � �� � � � ��� � �.�� ����� ���� ����� ������ ������ �� � �� � � ������ ��� ������������ �������� ��� �� � ������ ���;�� �� � � ����� �� ��� � 1������ �� � �� � � � �� �� � ������ ��� �� ������ ��� ������ �������� ��� � ��� � � ��� � �� � � � � � ��� ��� �� '����� � ���� �� ���� ������� � � ����� � � �� �� ����� ���� ����! ��r�� ���� . � � �rt ������ �� . � � � �, �'������ ���� � ���� � ��� ���� �. ��� �� �� � ����� � ��� }� � ��� � � � ���� �� ��� � ����i ��� � � �� � �� ����� � � � ���..���� �� ��� ����� ���i���� �� ���� �� �� �..�����` ������ ����, �� � � � � � �� �i� � �- �� ������� � ._ �� ;� ��_ � ���� � ��� ��� �� �� �� �� ���� �� � ���ri ��� � ���� � � � � �� ���r�.�� � �� � � ����� � � ��� ����� �� �� ����� � ��������� �� � ����� �� ��� ���� �x�� �� ���� �� �� ������ ���� � �i�� ��� � �� �i� ���� � � � r� � ��������� � i � �� � � � � � � ���� �� �� ���� �� ��i�� �� �� ��-����� �� � �� � �� ������ �� �� � � � � � ���� ����� � ���� ��� ���� r�� ����+� �� t�i� �r�f��� ���r��� � � � �� �� ���� ��������� i � i �������� �� ����� ���� ���. �� �����'��� �r���� �������� 1��; �� � �������� �t� ■���f� i�rt� ��+ + i� ����� �� ���� ������� ������� �� ��� � �� ��# � �� �� ����#� ����� � ��� � � � � ���� �� � � ���� �� ������� ����� � � � ����� �� ���. �� ����� � �� � ��� ��� �r�� ������ ��r� `#� �� �`r���=� ��� ������� � ������� �r�� �� ������+ � ��t�'i �� ������� �� ������ �� ������ � ����, � � ������ �� �� ��� ���`� �'� � �� � � �� � �� ��� �� ���� � � �������� � � � rr��,.��� �� ���� �� ������ � � ������ �� ���� � ���� �� � �� � �� i � � �����'; �� � �� ������� �� � � ���� �� ���� �� ���� � � ������� �� �� ��� ���� �� � �� � r� � r� �#-�� ���� I� �� �� ��� � `� � �� �`����� �" �i �� � � ��� � � ��� �� �� �� r�� ���� �� ������1 � '"����� ����� ��� � ���� 1 � �� � � � ������ �� �� � �� ���� �� ��� � ���� �� � ����� � ��� � ��� ������ �� � ����� �� ���� �� �� � � � �� � � � ����� �� ���� � �� �� � � ��� * ������ � � � �� �f � � ��'� ���� � � � ��� ����� ����� � ���� ��� �� d ��� ����� � ���"'��'"� '�����'�� � ��� � �� � �� � � � ��� ��� � ��� � ��� �� � � � � �� � � � � �i � � �r�� ��� �� r� �1���� ������ �I�� � ����� �� � ���r��r�� ���� �� �� �� � � � ���������. �i-- �� ��. �� �����i���� ������r�� ����r r������^�� ��� ����� �.� � �r� �� �� ��� �--������� ������ � l� � ��� �� ��� ��� ��� ��� � � � � �� ��� � � � r�� �� ���� ��r�� ���� �� ���i� ����� �r� �� ��� ��� �� � ����i �� � �t � � � ������������ � �� � �� ����� � � �� � �� �� � � .. � �E�i � ����� ��� �����r-r���� � r-� ��� � �� ��� �� � � �,� ���� �� � ��, � �� � ����� �# ��� ���� �� �� ������� � ������� ���� ���� � ������ � `���� ������r����� ��� ��� � ����t'�����r�� i��� � � �� �� ti ����� � � �� � � � � ���� � � � � � � l�� C� i ���� �� � 3 � ���� �i ��� ������, T��� ��� �� ���r��� �� � �� ��� ��� � � � ���� � �r���. ��, ����� � r �� ��* f*� �� �*i� � �+�� ���� ���� � � # �� �� i+� � * � � � � a � � R ■ � � � ��� ����si �*M �:�a �a a;a R � � f ��r�� � * ���� �i �������� ���i�� iy��� r�� i�i i� a� ■*���tf ■■w �� � ♦ * � � +� � � � �� � � � �� # . � # � �l;������.�� � � ���#�*** � � �� ��� � ��.� � � �� i �� � � �� � �� ����� � _� � I� �� � �� � � �� ��� �� � � � � � � �� � i � � � � � � �� � � � � � � � � � � � ��� ��� ��FF� � � �# ��r ��,�� ��������� �� ����� ������ ��� �� ��� ������� �� � � � �� � ���� ��1��, �r ������ �� �� ��r� ��� � � ��*�� � � �� � � �� ��� �� � � � ��� � �� ��� ��� ��� �� ��� �� � � � � � � �� � � �� � ~ � � � � � �� � �� � ���#� ����i �r���� .����1��� ���. ���� ��, ��� �{�r� a�.� � �� ���� ����� � � �� �� �� 1 *�� � � � � � # � � � � � � � � 1'� � � ���� ����� ������ ��.���'� ������� ���.�i ■ I�ti�+ � ; � � � i i ��# ���� �. r e�� ��� ������ ������ �� I��f� U�� ���� ��`1`� �1 �!-1?`���1�1�`��� ��� � ��� � � ����� � ����� 1 � � ��' � F � ��--l�►1� �I-� I � � �..J � ��� ������ ���� � I�F�� P����I� ��1 �I����, � �� � ����+i+;��� � �;'-;��������}#` �� �� � � �� �;� �+� � * � � '�.��*��*����.���**� ����.■•ff����� �T�� T. ������1�� ��i*�*�� ■■ �;���#+� ■i+;##�Mf��+f��l :� ��1� ��= � ��� ����! � ���� i��'#�f�. t�'�;}# � �r � � � �� ��� � �������� ���������� ������ ���� ��� ������� �� �� � � ��� �,��r r�� � �o � � ��x��������, 1��. ��El�� ���� ������� ������� ����� ���� ��I���, �i��� �����-�I��� ��� ��� �� ������� � ��� ����� ��� ����� � �� � � �� ��� ������ ��� �� ��� ��� ��� T� � ���1.�. ����I�� ��� ��� �� ����� � ���. ��� �� �� ��������� ������� ����� ������� � ����� � �� # �� �� �*��� ��. �, �� �.���� �� �1����� ����� � � , ��`-�I���� ���,.��"�`� ����� ����` ������ ���`I���` ��, � ��� T���� ���1 M�N ��� ' � �--� ���� � � ��� � !�� �� �r ���, �� �� ��� � i�Q{� �IF�� ��J�h��, � �F�T� ���� i�� �� �� �� ��..�� II�� � �I�.��� �� ����� #����� ��,��' ���� �� ����� � ��C�T �� ����� f ��J� �4��� �1��� ������� 1��i���� �� ������� �� � ����� ����� � ������ �f� ���� ��� � ���� ��� �� �� � ��� � �� ������ ����� ������������ ���� �F�� �� �� � � � ��� ��� ��������� � � ��I�. �� ��� ��� ���l���� ��� � L��� D���I�I�TE�� �� �� .������ ��'�� i� ����������� ��r�� ����r �- ���� �� ��� ��� ; � , ����� �� ���� ����� � � � � r f � ������� �� ����� �� ��� �� ���� ��.�I� ����tC�i��� ����. ���T� ���I�'�.L ���� ������ ���Tk� �L����� ���� � �� ���� � �, ���: ,��n��r� ��, ��� i � � � ' � a� �� ����� ������� ��� ����� ��, ��� i..i.�� .� .� y ��� ��� �` ��� ���� �""L���� ��. � �� � CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-329 and M-295 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions Geotechnical Engineering Report M‐295 Upsizing Project Everman, Texas September 10, 2019 September 10, 2019 John Ho, P.E. Vice-President Huitt-Zollars, inc. 500 W. 7th Street, Suite 300 Fort Worth, Texas 76102 GEOTECHNICAt INVESTIGATION D&S ENGINEERING #G19-2109 M-295 UPSIZING PROJECT EVERMAN,TEXAS Mr. Ho, • ♦ � A8c5 F.NGII�TEERING LASS As requested, DS�S Engineering Labs, LLC has completed the geotechnical investigation for the above-referenced project. This exploration was conducted in accordance with Proposal No. GP19-2109, dated July 26, 2019. Noiice to proceed was received on July 29, 2019. We appreciate the opportunjty to provide professianal geatechnical engineering services #or this project. At your request, we are available to discuss any questions which may arise regarding this report. Please do not hesitate to call if we can provide any additional services. Sincerely, D&S Engineering Labs, LLC G�'�'� � lbrahim Baayeh, P.E. Geotechnical Engineer Michael T. Taylor, P.E. Senior Geotechnical Engineer �� 1 14805 Trinity Boulevard, Fort Worth, Texas 761355 GeQte�hniaal 817.529.8464 m Corpor��� 940.735.3733 www.dsen labs.com Texas Engineering Firm Registration # F-12796 D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 TABLE OF CONTENTS PROJECT DESCRIPTION ...................................................................................... 1 PURPOSE AND SCOPE ......................................................................................... 1 FIELD AND LABORATORY INVESTIGATION ....................................................... 2 3.1 General ............................................................................................................. 2 3.2 Laboratory Testing ............................................................................................ 3 3.2.1 Overburden Swell Tests ........................................................................... 4 SITE CONDITIONS ................................................................................................. 4 4.1 Stratigraphy ....................................................................................................... 4 4.2 Groundwater ..................................................................................................... 5 ENGINEERING ANALYSIS ..................................................................................... 5 5.1 Estimated Potential Vertical Movement (PVM) ................................................. 5 CONSTRUCTION ……………………………………………………………………….6 6.1 Trench Geometry .............................................................................................. 6 6.2 Embedment ....................................................................................................... 6 6.3 Backfill ............................................................................................................... 6 6.4 Thrust Blocks .................................................................................................... 7 6.5 Excavations ....................................................................................................... 8 6.6 Excavation and Directional Drilling Difficulties .................................................. 8 6.7 Construction Dewatering ................................................................................... 9 LIMITATIONS ........................................................................................................ 10 APPENDIX A – BORING LOGS AND SUPPORTING DATA APPENDIX B – GENERAL DESCRIPTION OF PROCEDURES 1 GEOTECHNICAL INVESTIGATION M-295 UPSIZING PROJECT EVERMAN, TEXAS PROJECT DESCRIPTION This report presents the results of the geotechnical investigation for the proposed upsizing of the existing M-295 water line to a 30-inch diameter water line connecting M-329-1 in East Enon Avenue to M-257-D-1 north of Everman-Kennedale Road. We understand the total length of the project will be on the order of 17,000 linear feet. Based on available aerial photographs and the site visit, the project spans a vast area and the site conditions varied from location to location. Site observations and a review of available topographic maps indicate that the site slopes down from the west to the east with an overall topographic relief of about 70 feet along the proposed line alignment. At the time of this report preparation, no grading plans were available. Photographs showing the recent condition of the site are provided below. PURPOSE AND SCOPE The purpose of this investigation was to: Identify the subsurface stratigraphy present at the site. Evaluate the physical and engineering properties of the subsurface soils for use in the geotechnical analyses. Provide geotechnical recommendations for use in the upsizing of the water line. D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 2 The scope of this investigation consisted of: Drilling and sampling a total of six (6) borings (B1 through B6) to depths of about 25 to 35 feet below existing grades Laboratory testing of selected soil samples obtained during the field investigation. Preparation of a Geotechnical Report that includes: o Evaluation of Potential Vertical Movement (PVM). o Recommendations for excavations including directional drilling. o Recommendations for earthwork. FIELD AND LABORATORY INVESTIGATION 3.1 General The borings were advanced utilizing truck-mounted drilling equipment outfitted with continuous solid flight augers. Undisturbed samples of cohesive soil sample were obtained using 3-inch diameter tube samplers, which were advanced into the soils in 1-foot increments by the continuous thrust of a hydraulic ram located on the drilling equipment. After sample extrusion, an estimate of the material stiffness of each cohesive soil sample was obtained in the field using a hand penetrometer. Subsurface materials were periodically tested in situ using the Texas Cone Penetration tests to examine the resistance of the materials to penetration. For this test, a 3-inch diameter steel cone is driven utilizing the energy equivalent of a 170- pound hammer falling freely from a height of 24 inches and striking an anvil located at the top of the drill string. Depending on the resistance of the materials, either the number of blows of the hammer required to provide 12 inches of penetration is recorded (in two increments of 6 inches each), or the inches of penetration of the cone resulting from 100 blows of the hammer are recorded (in two increments of 50 blows each). In addition, soils were also sampled in general accordance with the Standard Penetration Test (ASTM D1586). During this test, disturbed samples of subsurface material is recovered using a nominal 2-inch O.D. split-barrel sampler. The sampler is driven into the soil strata with an automatic drive hammer utilizing the energy equivalent of a 140-pound hammer falling freely from a height of 30 inches and striking an anvil located at the top of the drill string. The number of blows required to advance the sampler in three consecutive 6-inch increments is recorded, and the number of blows required for the final 12 inches is noted as the “N”-value. The test is terminated at the first occurrence of either of the following: 1) when the sampler has advanced a total of 18 inches; 2) When the sampler has advanced less than one complete 6-inch increment after 50 blows of the hammer; 3) when the total number D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 3 of blows reaches 100; or 4) if there is no advancement of the sampler in any 10-blow interval. All samples obtained were extruded in the field, initially described, placed in plastic bags to minimize changes in the natural moisture condition, labeled as to appropriate boring number and depth, then placed in protective cardboard boxes for transportation to the laboratory. The approximate locations of the borings performed at the site are shown on the boring location map that is included in Appendix A. The elevations noted on the boring logs were interpolated from NCTCOG topographic maps (dfwmaps.com), which provides contours in 2-foot intervals. The specific depths, thicknesses and descriptions of the strata encountered are presented on the individual final Boring Log illustrations, which are also included in Appendix A. Strata boundaries shown on the boring logs are approximate. 3.2 Laboratory Testing Laboratory tests were performed to identify the relevant engineering characteristics of the subsurface materials encountered and to provide data for developing engineering design parameters. The subsurface materials recovered during the field exploration were initially logged by the drill crew, then were described by a Geotechnical Engineer in the laboratory. These descriptions were later refined by a Geotechnical Engineer based on results of the laboratory tests performed. All recovered soil samples were classified and described in part using the Unified Soil Classification System (USCS) and other accepted procedures. Bedrock strata were described using standard geologic nomenclature. In order to determine soil characteristics and to aid in classifying the materials, classification testing was performed on selected samples as requested by the Geotechnical Engineer. Classification testing was performed in general accordance with the following ASTM testing standards: Moisture Content ASTM D2216 Atterberg Limits ASTM D4318 Percentage of Particles Finer Than a No. 200 Sieve ASTM D1140 Additional tests were performed to aid in evaluating volume change characteristics, including: Overburden Swell Testing The results of index property, strength and swell tests are presented at the corresponding sample depths on the appropriate Boring Log illustrations. The index property and classification testing procedures are described in more detail in Appendix B. D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 4 3.2.1 Overburden Swell Tests A selected sample of the near-surface soils was subjected to overburden swell testing. For this test, a sample is placed in a consolidometer and subjected to the estimated overburden pressure. The sample is then inundated with water and is allowed to swell. The moisture content of the sample is determined both before and after completion of the test. Test results are recorded, including the percent swell and the initial and final moisture contents. SITE CONDITIONS 4.1 Stratigraphy Based upon our observation of the boring samples and a review of the Geologic Atlas of Texas, this site is in an area characterized by soil and bedrock strata associated with Grayson Marl and Main Street Limestone and Terrace deposits. Borings B1 to B4 are in Grayson Marl and Main Street Limestone which are two undivided unit’s variable both laterally and vertically, with bedrock materials generally consisting of shale, marl and/or limestone, and residual soils consisting primarily of calcareous clays. Boring B5 and B6 were in Terrace deposits which consists of sand, silt, clay and gravel in various proportions. Asphalt pavements were present at the ground surface within Borings B1, B2, B4, B5 and B6. The asphalt had thickness of about 6 inches. The pavement is underlain by flexible base materials in Borings B1, B2 and B4, which varied in thickness from 5 to 6 inches. Beneath the flexible base material in Borings B1, B2, B4 and on the surface in Boring B3, fat, lean and gravelly lean clay soils are present. The clay soils are stiff to very stiff in consistency, various shades of brown and gray in color and extend to depths of about 5 to 13.5 feet. The overburden soils are underlain with weathered limestone strata in all of the borings. The weathered limestone strata present are generally moderately hard to very hard in rock hardness, tan and light gray in color and extend to a depth of about 15 to 18 feet. In Borings B5 and B6, the asphalt is underlain by fill consisting of silty and clayey sand soils. The fill is dense to very dense, light brown and brown in color and contains trace amounts of gravel. The fill extends to depths of about 8 to 9 feet. There are clayey sand soils present below the fill in Borings B5 and B6. The clayey sand soils are dense to very dense in consistency, brown in color and contain gravel. The clayey sand soils extend to a depth of about 16.5 to 20.5 feet. D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 5 Below the weathered limestone bedrock in Boring B1 through B4 and B6 and below overburden soils in Boring B5 fresh limestone strata are present. The fresh limestone strata present are generally hard to very hard in rock hardness and gray in color. The fresh limestone strata extends to the maximum depth explored of about 25 to 35 feet. The following table summarizes the depths to the top of bedrock consisting of either tan or gray limestone at the boring locations. Boring Number Boring Depth (ft.) Boring Elevation (ft.) (1) Depth to Tan or Gray Limestone Bedrock (ft.) Top of Bedrock Elevation (ft.) (1) B-1 25 652 6 646 B-2 25 648 10 638 B-3 25 644 5 639 B-4 20 632 13.5 618.5 B-5 35 604 16.5 587.5 B-6 25 582 20.5 561.5 (1) Estimated from available topographic maps 4.2 Groundwater Groundwater seepage was not observed during drilling or upon completion of drilling within the borings performed at the site. Although not encountered, groundwater levels may be anticipated to fluctuate with seasonal and annual variations in rainfall and may also change as a result of development and landscape irrigation. ENGINEERING ANALYSIS 5.1 Estimated Potential Vertical Movement (PVM) Potential Vertical Movement (PVM) was evaluated utilizing different methods for predicting movement, as described in Appendix B, and based on our experience and professional opinion. At the time of our field investigation, the near-surface soils were generally found to be in a dry to average in moisture condition. Based on the information provided, the soils across the site are estimated to possess a PVM of about 1.5 to 2.5 inches at the soil moisture conditions existing at the time of the field investigation. Wet, average, dry are relative terms based on moisture content and plasticity. D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 6 CONSTRUCTION 6.1 Trench Geometry The minimum trench width should allow adequate access on each side of the pipe for compaction of embedment under the pipe haunches. It is anticipated that the minimum practical clearance between the pipe and the trench wall would be about 18 inches to allow for at least some mechanical compaction below the mid-height of the pipe. 6.2 Embedment In general, the pipe should not bear directly on hard unyielding layers, if present. For conditions where bedrock is exposed, we recommend a minimum of 12 inches of embedment below the bottom of the pipe The embedment support should be uniform and free of large rocks and debris, which could damage the exterior pipe mortar coating. The embedment material must be placed without voids. The embedment material should not consist of a corrosive soil. A granular embedment material is typically preferred to satisfy these requirements. A durable crushed stone with a maximum particle size of about 1 inch should be considered for this purpose. This type of embedment material would be suitable for pipe support and would generally be easy to compact in confined areas such as within the haunch zone. The embedment should extend above the bottom of the pipe, preferably to at least the mid-height of the pipe. Above the mid-height of the pipe, a compacted select fill or granular material is recommended. A select fill would consist of a clayey sand or sandy clay, classified as SC or CL according to the Unified Soil Classification System, with 35 to 65 percent passing the No. 200 sieve and a plasticity index between 5 and 15. This material should extend to at least 12 inches above the top of the pipe. These embedment soils should be placed in lifts with each lift compacted to a degree of compaction consistent with the pipe design. We anticipate that this degree of compaction would be on the order of 90 to 95 percent of the standard Proctor maximum dry density (ASTM D698). The compaction should occur at soil moisture contents near the optimum moisture level (optimum 3 percent). If smaller compaction equipment is used, the loose lift thickness should not exceed six inches. 6.3 Backfill At a minimum, the backfill materials above the select or granular soils should be free of rock fragments and clods larger than 4 inches and deleterious materials. Backfill for shallow (less than 10 feet) utility lines should consist of on-site material and should be placed in accordance with the following recommendations. The on-site fill soil should be placed in maximum 6-inch compacted lifts, compacted to a minimum D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 7 of 95 percent of the maximum dry density, as determined by ASTM D698 (standard Proctor), and placed at a moisture content that is at least the optimum moisture content, as determined by that same test. We also recommend that the utility trenches be visually inspected during the excavation process to ensure that undesirable fill that was not detected by the test borings does not exist at the site. This office should be notified immediately if any such fill is detected. Backfill for deeper (more than 10 feet) utility lines should be compacted to a minimum of 98 percent of the maximum dry density, as determined by ASTM D698 (standard Proctor), and placed at a moisture content that is at least the optimum moisture content, as determined by that same test. Utility excavations should be sloped so that water within excavations will flow to a low point away from the active construction where it can be removed from before backfilling. Compaction of bedding material should not be water-jetted. Compacted backfill above the utilities should be on-site clays to limit the percolation of surface water. Utility trenches extending under structures should include fat clay or concrete cut-off collars at the perimeter/edge to prevent the transmission of water along trench lines. For situations where the new pipe will lie beneath a future street pavement the potential for post-construction settlements of the backfill will require special consideration regarding selection of backfill types, degree of compaction, or a combination of these. In general, if on-site clays are used for backfill and if these clays are compacted to 100 percent of the standard Proctor maximum dry density, total backfill settlements on the order of 1 percent of the backfill thickness should be expected. For a properly compacted backfill thickness of 10 feet, this would correspond to a total settlement of the backfill surface of about 1.5 inches. We estimate that one-third of this settlement would occur during the backfill construction and the remainder would occur over a period of several years. The potential for post- construction settlements could be reduced by increasing the degree of compaction, using a higher quality backfill say using select fill, mixing cement with the backfill, or some combination of these or other means. It should be noted that increasing the degree of compaction would require special efforts and heavy compactors, and addition of cement would be an added cost. 6.4 Thrust Blocks Thrust blocks should be designed to bear against firm, undisturbed natural soils or rock materials. In general, lateral bearing values on the order of 1,000 to 1,500 pounds per square foot are anticipated for stiff to very stiff clays. In loose to medium dense sands, lateral-bearing values on the order of 500 to 1,500 pounds per square foot are estimated, depending on depth. The evaluation of lateral bearing resistance provided by soils should reflect the lateral movements required to mobilize the passive earth pressure conditions. Lateral bearing values of 5,000 to 10,000 pounds per square foot are anticipated for thrust blocks bearing on firm, undisturbed, unweathered rock materials. D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 8 6.5 Excavations Excavations greater than 5 feet in height/depth should be in accordance with OSHA 29CFR 1926, Subpart P. Temporary construction slopes should incorporate excavation protection systems or should be sloped back. Where the excavation does not extend close to building lines, these areas may be laid back. Where space allows, temporary slopes should be sloped at 1.5 horizontal to 1 vertical (1.5H:1V) or flatter. Where excavation slopes greater than five (5) feet in height cannot be laid back, these areas will require installation of a temporary retention system or shoring to protect the existing construction, restrain the subsurface soils and maintain the integrity of the excavation. We recommend that monitoring points be established around the retention system and that these locations be monitored during and after the excavation activities to confirm the integrity of the retention system. The slopes and temporary retention system should be verified by and designed by the contractor's engineer and should not be surcharged by traffic, construction equipment, or permanent structures. The slopes and temporary retention system should be adequately maintained and periodically inspected to insure the safety of the excavation and surrounding property. Stockpiled soils should be placed at least 10 feet away from the crest of any slope. Excavations deeper than 20 feet must be designed by a professional engineer licensed by the State of Texas. 6.6 Excavation and Directional Drilling Difficulties Temporary construction slopes should incorporate excavation protection systems or should be sloped back. Excavations performed during site grading and utility construction operations including directional drilling in soil should not be difficult and should not require the use of special construction equipment. Overburden soils above the bedrock will need to be sloped about 1.5H:1V. A minimum 2-foot wide bench should be required at the base of the overburden soils, at the top of the limestone bedrock. TCP test results in the tan and gray limestone bedrock generally ranged from 0.25 to 2.5 inches per 100 blows and should be considered as very hard (sedimentary rock basis). Difficult excavation including directional drilling should be anticipated through the tan and gray limestone. Appropriate hard rock excavation equipment will be required. Such heavy equipment should be of a sufficient size and weight to excavate through the hard layers to reach the desired bearing stratum. These bedrock materials can typically be excavated with backhoes/track-hoes equipped with rock teeth, single tooth rippers and hydraulic impact hammers and large pier rigs. Where it is desired to maintain close excavations tolerances in the limestone, trenching machines, rock wheel excavators should also be considered. Another method commonly used for excavations into limestone bedrock is closely spaced, small- diameter holes drilled typically by air-rotary methods along an excavation line D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 9 (commonly referred to as “line-drilling”). This line drilling creates a preferred plane of weakness for subsequent excavation. The excavated rock surface is expected to be irregular. Over breaks in the rock should also be expected. Loose rock fragments should be removed from the exposed face of rock cuts. Any rock faces, which could be subject to spalling identified by the competent person, should be covered with metal chain link, welded wire mesh, or other suitable covering to avoid rock spalls. Rock bolts/anchors may also be used at approximately 4 to 5 foot centers. Surface water should be diverted away from excavations. The weathered limestone and fresh limestone bedrock can very likely be cut in the range 0.75H:1V to 0.5H:1V. We recommend the excavation contractor be required to develop an excavation plan. As excavation proceeds through the bedrock, the surface of the exposed bedrock should be carefully examined by the competent person for weakening due to weather exposure, joints and fractures, seepage, or other planes of weakness and the slope should be flattened or shored as required. In the excavation plan, all excavation methods, retaining systems, slope protection and groundwater control should be described in detail. The geotechnical consultant should review this plan for completeness and applicability to this specific project. Analyses of slope or trench wall stability in excavations are beyond the scope of this study and have not been performed. In all cases, the requirements of the Occupational Safety and Health Administration (OSHA) must be followed by the contractor. It is important for the contractor to monitor the slope and pit wall stability by observation and measurements, and to prevent excessive loads (especially heavy vibratory loads) from being applied to the slope. The contractor should be responsible for maintaining the slopes and pit walls in a safe condition during construction. A qualified geotechnical engineer or geotechnical representative should be present to monitor all foundation excavations and fill placement. D&S would be pleased to provide these services in support of this project. 6.7 Construction Dewatering Groundwater seepage was not observed within all the Borings B1 through B6 at depths ranging from 25 to 35 feet. Based on this, we anticipate that dewatering may not be necessary. However, it is not possible to accurately predict the magnitude of subsurface water fluctuations for the excavation utilities that might occur based upon short-term observations and based on widely spaced borings. The contractor should have in place a plan for dewatering should the need be required. It is not uncommon to detect groundwater seepage within the more permeable soils, within the soils above the bedrock, and through more permeable zones within the rock (fractures, joints, bedding planes, etc.). D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 10 LIMITATIONS The professional geotechnical engineering services performed for this project, the findings obtained, and the recommendations prepared were accomplished in accordance with currently accepted geotechnical engineering principles and practices. Variations in the subsurface conditions are noted at the specific boring locations for this study. As such, all users of this report should be aware that differences in depths and thicknesses of strata encountered can vary between the boring locations. Statements in the report as to subsurface conditions across the site are extrapolated from the data obtained at the specific boring locations. The number and spacing of the exploration borings were chosen to obtain geotechnical information for the design and construction of utility water lines. If there are any conditions differing significantly from those described herein, D&S should be notified to re-evaluate the recommendations contained in this report. Recommendations contained herein are not considered applicable for an indefinite period of time. Our office must be contacted to re-evaluate the contents of this report if construction does not begin within a one-year period after completion of this report. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water, or groundwater. All contractors referring to this geotechnical report should draw their own conclusions regarding excavations, construction, etc. for bidding purposes. D&S is not responsible for conclusions, opinions or recommendations made by others based on these data. The report is intended to guide preparation of project specifications and should not be used as a substitute for the project specifications. Recommendations provided in this report are based on our understanding of information provided by the Client to us regarding the scope of work for this project. If the Client notes any differences, our office should be contacted immediately since this may materially alter the recommendations. APPENDIX A - BORING LOGS AND SUPPORTING DATA **BORING LOCATIONS ARE INTENDED FOR GRAPHICAL REFERENCE ONLY** N.T.S. EVERMAN TEXAS SHEET NO. DATE DRILLED G1 August 26 - 30, 2019 PLAN OF BORINGS M-295 UPSIZING PROJECT B4 B1 B2 B3 B5 B6 KEY TO SYMBOLS AND TERMS CONSISTENCY: FINE GRAINED SOILS CONDITION OF SOILS SECONDARY COMPONENTS WEATHERING OF ROCK MASS TCP (#blows/ft) < 8 8 - 20 20 - 60 60 - 100 > 100 Relative Density (%) 0 - 15 15 - 35 35 - 65 65 - 85 85 - 100 SPT (# blows/ft) 0 - 2 3 - 4 5 - 8 9 - 15 16 - 30 > 30 UCS (tsf) < 0.25 0.25 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 4.0 > 4.0 CONSISTENCY OF SOILSLITHOLOGIC SYMBOLS CONDITION: COARSE GRAINED SOILS QUANTITY DESCRIPTORS RELATIVE HARDNESS OF ROCK MASS SPT (# blows/ft) 0 - 4 5 - 10 11 - 30 31 - 50 > 50 Description No visible sign of weathering Penetrative weathering on open discontinuity surfaces, but only slight weathering of rock material Weathering extends throughout rock mass, but the rock material is not friable Weathering extends throughout rock mass, and the rock material is partly friable Rock is wholly decomposed and in a friable condition but the rock texture and structure are preserved A soil material with the original texture, structure, and mineralogy of the rock completely destroyed Designation Fresh Slightly weathered Moderately weathered Highly weathered Completely weathered Residual Soil Description Can be carved with a knife. Can be excavated readily with point of pick. Pieces 1" or more in thickness can be broken by finger pressure. Readily scratched with fingernail. Can be gouged or grooved readily with knife or pick point. Can be excavated in chips to pieces several inches in size by moderate blows with the pick point. Small, thin pieces can be broken by finger pressure. Can be grooved or gouged 1/4" deep by firm pressure on knife or pick point. Can be excavated in small chips to pieces about 1" maximum size by hard blows with the point of a pick. Can be scratched with knife or pick. Gouges or grooves 1/4" deep can be excavated by hard blow of the point of a pick. Hand specimens can be detached by a moderate blow. Can be scratched with knife or pick only with difficulty. Hard blow of hammer required to detach a hand specimen. Cannot be scratched with knife or sharp pick. Breaking of hand specimens requires several hard blows from a hammer or pick. Trace Few Little Some With Designation Very Soft Soft Medium Hard Moderately Hard Hard Very Hard < 5% of sample 5% to 10% 10% to 25% 25% to 35% > 35% Condition Very Loose Loose Medium Dense Dense Very Dense Consistency Very Soft Soft Medium Stiff Stiff Very Stiff HardARTIFICIALAsphalt Aggregate Base Concrete Fill SOILROCKLimestone Mudstone Shale Sandstone Weathered Limestone Weathered Shale Weathered Sandstone CH: High Plasticity Clay CL: Low Plasticity Clay GP: Poorly-graded Gravel GW: Well-graded Gravel SC: Clayey Sand SP: Poorly-graded Sand SW: Well-graded Sand Ȁ !"Ā#"$ȀȀ!%!#$&! ' Ā#( $) & Ȁ !"# $%&' !( &! )Ā * +,-Ā . / 0Ā! 12! , $)Ā 1 ,2* 3! - ) * , 3- ) 4Ā!- Ā- ! 5Ā6$3)7) Ȁ ,7)($*+ *, *- *# Ȁ+ Ȁ, Ȁ- Ȁ# #" -" " #( -( ( ,& 2! , $)Ȁ , 3- ) 4$!3( $ &! )Ā * +,-Ā . / 0Ā! 1&, *) 3, (Ā3$ )* , 3- )4Ā! -Ā* +)- ! 5Ā8/ / Ā$3) 7) +3Ȁ+( %! Ȁ, - 32Ā$! 3($ # 3 &, 3 ( %Ā! Ȁ, -32Ā&,* * ) 9 Ā4, :Ā 3- Ā2! ( ! 9,-4Ā ! Ȁ, -32Ā! 4! ! Ȁ,-3 2Ā2(,%! Ȁ,-3 2Ā$3(* $,-4$ $3(*$Ā,-42( ,%$ (3;" 34Ā( 3&3* ( )$$Ā* +,-Ā . / 3-! Ȁ,-32 <&! )Ā* +,-Ā =80 Ā13- )$> $,-4$Ā? 3*+Ā13-)$ <( )$$Ā* +,-Ā . 0Ā13-)$> #3Ā@ABCDĀEFABGĀH, HĀAIJF 2( ),-Ā$, - 4$ 1IJFDĀKALDDIMNĀLDĀ2( ĀBOĀ2+ 1IJFDĀKALDDIMNĀLDĀ&( ĀBOĀ&+ &, P! Ā4373$3!-$ ! Ȁ,-3 2Ā2(,%! Ȁ,-3 2Ā$3(* 13-)Ȁ , 3- ) 4$!3( $ &! )Ā * +,-Ā . / 0Ā! 1 &, * ) 3,( Ā#,$$)$* + ! "Ȁ +Ā* +)Ā-! 5 8//Ā$3) 7) &! )Ā * +,-Ā . / 0Ā! 1 2! , $)Ā 1 ,2* 3! -#,$$3 -Ȁ Ā* +)Ā- ! 5Ā6 $3)7) $3(*$Ā,-42( ,%$ (3;" 34Ā( 3&3*Ȁ ),* ) Ā* +,-Ā . / 3-! Ȁ,-32 Ȁ ,7)($Ā ? 3*+Ā13-)$ <&! )Ā* +,-Ā =80 Ā13- )$> 2( ),-ĀȀ ,7)($ ! Ȁ,-32 #3Ā@ABCDĀBJĀBOĀLEBQFĀH, HĀAIJF ! Ȁ,-32 #3ĀRĀSĀLJTĀ@ABCDĀBJĀBOLEBQFĀH, HĀAIJF #3ĀUĀ6ĀBOĀ@ABCDĀEFABGĀH, HĀAIJF 1IJFDĀKALDDIMNĀLDĀ&( ĀBOĀ&+ 1IJFDĀKALDDIMNĀLDĀ2( ĀBOĀ2+ <( )$$Ā* +,-Ā . 0Ā13-)$> Ȁ !"# Ā-,& ) , "$Ȁ&!#!&. Ā#($ )& ? ) ( ( VȀ ,4 )4 ĀȀ , 7) ( #! ! (%VȀ ,4 ) 4ĀȀ ,7)( $3( * %ĀȀ ,7)( 2( ,%)%ĀȀ ,7)( ? ) ( ( VȀ ,4 )4 Ā$, - 4 #! ! (%VȀ ,4 ) 4Ā$,- 4 $3( * %Ā$,- 4 2( ,%)%Ā$,- 4 () , - Ā2( , % $3( * 1, * Ā2( , % )( ,$*3 2Ā$3( * #),* 0.5 ft 0.9 ft 6.0 ft 17.0 ft 25.1 ft ASPHALT; 6-inches FLEXBASE; 5-inches GRAVELLY LEAN CLAY (CL); stiff tovery stiff; brown, light brown LIMESTONE; moderately to highlyweathered; moderately hard; tan, lightgray LIMESTONE; fresh; hard; light gray End of boring at 25.1' Notes:-dry during drilling-dry upon completion T S T T T T 42 272,5 50=1.0"50=1.0" 50=0.25"50=0.125" 50=1.0"50=0.5" 50=1.0"50=0.25" 4.5+ 68 651.5 ft 651.1 ft 646.0 ft 635.0 ft 626.9 ft 15 18.1 21.8 Depth(ft) 0 5 10 15 20 25 30 35 Atterberg Limits Clay(%) B1 PAGE 1 OF 1 Legend: S-Shelby Tube N-Standard Penetration T-Texas Cone Penetration C-Core B-Bag Sample - Water Encountered REC (%)RQD (%) SampleType Swell(%)LL (%)PI TotalSuction(pF) HandPen. (tsf)orSPTorTCP HandPen. (tsf)orSPTorTCP Passing #200Sieve (%) BORING LOG GraphicLog PL (%) DUW(pcf)MC(%) DeviatorStress (ksf) CLIENT: Huitt-Zollars, Inc. LOCATION: Everman, TexasPROJECT: M-295 Upsizing Project DRILLED BY: Kevin Kavadas (D&S) START DATE: 8/30/2019 DRILL METHOD: Hollow Stem Flight Auger LOGGED BY: Dalton Hubbard (D&S) FINISH DATE: 8/30/2019 GROUND ELEVATION: Approx. 652 feet GPS COORDINATES: N32.634220, W97.288550 PROJECT NUMBER: G19-2109 0.5 ft 1.0 ft 8.0 ft 10.0 ft 18.0 ft 25.1 ft ASPHALT; 6-inches FLEXBASE; 6-inches FAT CLAY (CH); stiff; dark brown GRAVELLY LEAN CLAY (CL); stiff tovery stiff; brown, light brown LIMESTONE; moderately to highlyweathered; moderately hard; tan, lightgray LIMESTONE; fresh; hard; light gray End of boring at 25.1' Notes:-dry during drilling-dry upon completion S T S T T T T 0.56241 4,3 50=4.0"50=2.0" 50=0.25"50=0.125" 50=0.25"50=0.125" 50=0.5"50=0.5" 2.25 4.5+ 647.5 ft 647.0 ft 640.0 ft 638.0 ft 630.0 ft 622.9 ft 21 95.228.3 Depth(ft) 0 5 10 15 20 25 30 35 Atterberg Limits Clay(%) B2 PAGE 1 OF 1 Legend: S-Shelby Tube N-Standard Penetration T-Texas Cone Penetration C-Core B-Bag Sample - Water Encountered REC (%)RQD (%) SampleType Swell(%)LL (%)PI TotalSuction(pF) HandPen. (tsf)orSPTorTCP HandPen. (tsf)orSPTorTCP Passing #200Sieve (%) BORING LOG GraphicLog PL (%) DUW(pcf)MC(%) DeviatorStress (ksf) CLIENT: Huitt-Zollars, Inc. LOCATION: Everman, TexasPROJECT: M-295 Upsizing Project DRILLED BY: Kevin Kavadas (D&S) START DATE: 8/30/2019 DRILL METHOD: Hollow Stem Flight Auger LOGGED BY: Dalton Hubbard (D&S) FINISH DATE: 8/30/2019 GROUND ELEVATION: Approx. 648 feet GPS COORDINATES: N32.635170, W97.283160 PROJECT NUMBER: G19-2109 5.0 ft 14.0 ft 25.1 ft SANDY FAT CLAY (CH); very stiff;brown, olive brown; trace to fewcalcareous nodules; trace iron oxidestains LIMESTONE; moderately to slightlyweathered; medium hard to hard; tan;argillaceous LIMESTONE; fresh; hard to veryhard; light gray, gray; fossiliferous End of boring at 25.1' Notes:-dry during drilling-dry upon completion N N T T T T T 51 314,8,8 6,8,36 50=3.5''50=1.5'' 50=1.5''50=1.0'' 50=1.0''50=1.0'' 50=0.5''50=0.125'' 50=0.125''50=0.125'' 54 639.0 ft 630.0 ft 618.9 ft 2015.8 13.2 Depth(ft) 0 5 10 15 20 25 30 35 Atterberg Limits Clay(%) B3 PAGE 1 OF 1 Legend: S-Shelby Tube N-Standard Penetration T-Texas Cone Penetration C-Core B-Bag Sample - Water Encountered REC (%)RQD (%) SampleType Swell(%)LL (%)PI TotalSuction(pF) HandPen. (tsf)orSPTorTCP HandPen. (tsf)orSPTorTCP Passing #200Sieve (%) BORING LOG GraphicLog PL (%) DUW(pcf)MC(%) DeviatorStress (ksf) CLIENT: Huitt-Zollars, Inc. LOCATION: Everman, TexasPROJECT: M-295 Upsizing Project DRILLED BY: Brandon Bell (D&S) START DATE: 8/28/2019 DRILL METHOD: Hollow Stem Flight Auger LOGGED BY: Kofi Yeboah (D&S) FINISH DATE: 8/28/2019 GROUND ELEVATION: Approx. 644 feet GPS COORDINATES: N32.632698, W97.280670 PROJECT NUMBER: G19-2109 0.5 ft 1.0 ft 13.5 ft 15.0 ft 25.1 ft ASPHALT; 6-inches FLEXBASE; 6-inches GRAVELLY LEAN CLAY (CL); stiff tovery stiff; brown, light brown, light gray LIMESTONE; moderately to highlyweathered; moderately hard; tan, lightgray LIMESTONE; fresh; hard; light gray End of boring at 25.1' Notes:-dry during drilling-dry upon completion S T S T T T T 34 33 20 19 10,14 26,38 50=3.0"50=0.25" 50=1.5"50=0.5" 50=0.25"50=0.25" 4.5+ 4.5+ 64 631.5 ft 631.0 ft 618.5 ft 617.0 ft 606.9 ft 14 14 11.4 13.8 Depth(ft) 0 5 10 15 20 25 30 35 Atterberg Limits Clay(%) B4 PAGE 1 OF 1 Legend: S-Shelby Tube N-Standard Penetration T-Texas Cone Penetration C-Core B-Bag Sample - Water Encountered REC (%)RQD (%) SampleType Swell(%)LL (%)PI TotalSuction(pF) HandPen. (tsf)orSPTorTCP HandPen. (tsf)orSPTorTCP Passing #200Sieve (%) BORING LOG GraphicLog PL (%) DUW(pcf)MC(%) DeviatorStress (ksf) CLIENT: Huitt-Zollars, Inc. LOCATION: Everman, TexasPROJECT: M-295 Upsizing Project DRILLED BY: Kevin Kavadas (D&S) START DATE: 8/30/2019 DRILL METHOD: Hollow Stem Flight Auger LOGGED BY: Dalton Hubbard (D&S) FINISH DATE: 8/30/2019 GROUND ELEVATION: Approx. 632 feet GPS COORDINATES: N32.631110, W97.274460 PROJECT NUMBER: G19-2109 0.5 ft 8.0 ft 16.5 ft ASPHALT; 6 inches FILL: SILTY SAND (SM); dense tovery dense; light brown; trace gravel CLAYEY SAND (SC); very dense;brown; with gravel LIMESTONE; fresh; hard; gray N T N N T T T 29 16 18,12,33 36,30 15,16,10 6,11,15 50=1.0''50=1.0'' 50=1.0''50=0.75'' 50=0.75''50=0.75'' 19 603.5 ft 596.0 ft 587.5 ft 13 2.0 9.1 14.4 Depth(ft) 0 5 10 15 20 25 30 35 Atterberg Limits Clay(%) B5 PAGE 1 OF 2 Legend: S-Shelby Tube N-Standard Penetration T-Texas Cone Penetration C-Core B-Bag Sample - Water Encountered REC (%)RQD (%) SampleType Swell(%)LL (%)PI TotalSuction(pF) HandPen. (tsf)orSPTorTCP HandPen. (tsf)orSPTorTCP Passing #200Sieve (%) BORING LOG GraphicLog PL (%) DUW(pcf)MC(%) DeviatorStress (ksf) CLIENT: Huitt-Zollars, Inc. LOCATION: Everman, TexasPROJECT: M-295 Upsizing Project DRILLED BY: Brandon Bell (D&S) START DATE: 8/26/2019 DRILL METHOD: Hollow Stem Flight Auger LOGGED BY: Dalton Hubbard (D&S) FINISH DATE: 8/26/2019 GROUND ELEVATION: Approx. 604 feet GPS COORDINATES: N32.638280, W97.250420 PROJECT NUMBER: G19-2109 35.1 ftEnd of boring at 35.1' Notes:-dry during drilling-dry upon completion T 50=0.25''50=0.25'' 568.9 ft Depth(ft) 35 40 45 50 55 60 65 70 Atterberg Limits Clay(%) B5 PAGE 2 OF 2 Legend: S-Shelby Tube N-Standard Penetration T-Texas Cone Penetration C-Core B-Bag Sample - Water Encountered REC (%)RQD (%) SampleType Swell(%)LL (%)PI TotalSuction(pF) HandPen. (tsf)orSPTorTCP HandPen. (tsf)orSPTorTCP Passing #200Sieve (%) BORING LOG GraphicLog PL (%) DUW(pcf)MC(%) DeviatorStress (ksf) CLIENT: Huitt-Zollars, Inc. LOCATION: Everman, TexasPROJECT: M-295 Upsizing Project DRILLED BY: Brandon Bell (D&S) START DATE: 8/26/2019 DRILL METHOD: Hollow Stem Flight Auger LOGGED BY: Dalton Hubbard (D&S) FINISH DATE: 8/26/2019 GROUND ELEVATION: Approx. 604 feet GPS COORDINATES: N32.638280, W97.250420 PROJECT NUMBER: G19-2109 0.4 ft 9.0 ft 20.5 ft 23.0 ft 25.1 ft ASPHALT; 6 inches FILL: CLAYEY SAND (SC); dense;brown CLAYEY SAND (SC); dense to verydense; brown LIMESTONE; slightly weathered;moderately hard; light gray, tan LIMESTONE; fresh; very hard; gray End of boring at 25.1' Notes:-dry during drilling-dry upon completion S T S T S T T T 26 25 14 13 6,10 8,9 11,27 27,50=3.0'' 50=0.75''50=0.75'' 38 30 581.6 ft 573.0 ft 561.5 ft 559.0 ft 556.9 ft 12 12 10.7 7.8 14.8 Depth(ft) 0 5 10 15 20 25 30 35 Atterberg Limits Clay(%) B6 PAGE 1 OF 1 Legend: S-Shelby Tube N-Standard Penetration T-Texas Cone Penetration C-Core B-Bag Sample - Water Encountered REC (%)RQD (%) SampleType Swell(%)LL (%)PI TotalSuction(pF) HandPen. (tsf)orSPTorTCP HandPen. (tsf)orSPTorTCP Passing #200Sieve (%) BORING LOG GraphicLog PL (%) DUW(pcf)MC(%) DeviatorStress (ksf) CLIENT: Huitt-Zollars, Inc. LOCATION: Everman, TexasPROJECT: M-295 Upsizing Project DRILLED BY: Brandon Bell (D&S) START DATE: 8/29/2019 DRILL METHOD: Hollow Stem Flight Auger LOGGED BY: Dalton Hubbard (D&S) FINISH DATE: 8/29/2019 GROUND ELEVATION: Approx. 582 feet GPS COORDINATES: N32.638227, W97.247413 PROJECT NUMBER: G19-2109 B2 4-5 28.3 31.9 391 0.5 BoringNumber Depthfeet Vertical Swell, %Final MoistureContent, % Initial MoistureContent, % Applied Pressure,psf SWELL TEST RESULTS CLIENT: Huitt-Zollars, Inc.PROJECT: M-295 Upsizing Project PROJECT NUMBER: G19-2109 LOCATION: Everman, Texas APPENDIX B - GENERAL DESCRIPTION OF PROCEDURE D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 1 ANALYTICAL METHODS TO PREDICT MOVEMENT CLASSIFICATION TESTS Classification testing is perhaps the most basic, yet fundamental tool available for predicting potential movements of clay soils. Classification testing typically consists of moisture content, Atterberg Limits, and Grain-size distribution determinations. From these results a general assessment of a soil’s propensity for volume change with changes in soil moisture content can be made. Moisture Content By studying the moisture content of the soils at varying depths and comparing them with the results of Atterberg Limits, one can estimate a rough order of magnitude of potential soil movement at various moisture contents, as well as movements with moisture changes. These tests are typically performed in accordance with ASTM D2216. Atterberg Limits Atterberg limits determine the liquid limit (LL), plastic limit (PL), and plasticity index (PI) of a soil. The liquid limit is the moisture content at which a soil begins to behave as a viscous fluid. The plastic limit is the moisture content at which a soil becomes workable like putty, and at which a clay soil begins to crumble when rolled into a thin thread (1/8” diameter). The PI is the numerical difference between the moisture constants at the liquid limit and the plastic limit. This test is typically performed in accordance with ASTM D4318. Clay mineralogy and the particle size influence the Atterberg Limits values, with certain minerals (e.g., montmorillonite) and smaller particle sizes having higher PI values, and therefore higher movement potential. A soil with a PI below about 15 to 18 is considered to be generally stable and should not experience significant movement with changes in moisture content. Soils with a PI above about 30 to 35 are considered to be highly active and may exhibit considerable movement with changes in moisture content. Fat clays with very high liquid limits, weakly cemented sandy clays, or silty clays are examples of soils in which it can be difficult to predict movement from classification testing alone. Grain-size Distribution The simplest grain-size distribution test involves washing a soil specimen over the No. 200 mesh sieve with an opening size of 0.075 mm (ASTM D1140). This particle size has been defined by the engineering community as the demarcation between coarse-grained and fine-grained soils. Particles smaller than this size can be further distinguished between silt-size and clay-size particles by use of a Hydrometer test (ASTM D422). A more complete grain-size distribution test that uses sieves to relative amount of particles according is the Sieve Gradation Analysis of Soils D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 2 (ASTM D6913). Once the characteristics of the soil are determined through classification testing, a number of movement prediction techniques are available to predict the potential movement of the soils. Some of these are discussed in general below. TEXAS DEPARTMENT OF TRANSPORTATION METHOD 124-E The Texas Department of Transportation (TxDOT) has developed a generally simplistic method to predict movements for highways based on the plasticity index of the soil. The TxDOT method is empirical and is based on the Atterberg limits and moisture content of the subsurface soil. This method generally assumes three different initial moisture conditions: dry, “as-is”, and wet. Computation of each over an assumed depth of seasonal moisture variation (usually about 15 feet or less) provides an estimate of potential movement at each initial condition. This method requires a number of additional assumptions to develop a potential movement estimate. As such, the predicted movements generally possess large uncertainties when applied to the analysis of conditions under building slabs and foundations. In our opinion, estimates derived by this method should not be used alone in determination of potential movement. SWELL TESTS Swell tests can lead to more accurate site-specific predictions of potential vertical movement by measuring actual swell volumes at in situ initial moisture contents. One-dimensional swell tests are almost always performed for this measurement. Though swell is a three-dimensional process, the one-dimensional test provides greatly improved potential vertical movement estimates than other methods alone, particularly when the results are “weighted” with respect to depth, putting more emphasis on the swell characteristics closer to the surface and less on values at depth. D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 3 POTENTIAL VERTICAL MOVEMENT A general index for movement is known as the Potential Vertical Rise (PVR). The actual term PVR refers to the TxDOT Method 124-E mentioned above. For the purpose of this report the term Potential Vertical Movement (PVM) will be used since PVM estimates are derived using multiple analytical techniques, not just TxDOT methods. It should be noted that slabs and foundations constructed on clay or clayey soils may have at least some risk of potential vertical movement due to changes in soil moisture contents. To eliminate that risk, slabs and foundation elements may be designed as structural elements physically separated by some distance from the subgrade soils (usually 4 to 12 inches). In some cases, a floor slab with movements as little as 1/4 of an inch may result in damage to interior walls, such as cracking in sheet rock or masonry walls, or separation of floor tiles. However, these cracks are often minor and most people consider them 'liveable'. In other cases, movement of one inch may cause significant damage, inconvenience, or even create a hazard (trip hazard or others). Vertical movement of clay soils under slab on grade foundations due to soil moisture changes can result from a variety causes, including poor site grading and drainage, improperly prepared subgrade, trees and large shrubbery located too close to structures, utility leaks or breaks, poor subgrade maintenance such as inadequate or excessive irrigation, or other causes. The potential for post-construction vertical movement can be minimized through adequate design, proper construction, and adherence to the recommendations contained herein for post-construction maintenance. POTENTIAL VERTICAL MOVEMENT (PVM) PVM is generally considered to be a measurement of the change in height of a foundation from the elevation it was originally placed. Experience and generally accepted practice suggests that if the PVM of a site is less than one inch, the associated differential movement will be minor and acceptable to most people. D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 4 SETTLEMENT Settlement is a measure of a downward movement due to consolidation of soil. This can occur from improperly placed fill (uncompacted or under-compacted), loose native soil, or from large amounts of unconfined sandy material. Properly compacted fill may settle approximately 1 percent of its depth, particularly when fill depths exceed 10 feet. EDGE AND CENTER LIFT MOVEMENT (ym) The Post-Tensioning Institute (PTI) has developed a parameter of movement defined as the differential movement (ym) estimated using the change in soil surface elevation in two locations separated by a distance em within which the differential movement will occur; em being measured from the exterior of a building to some distance toward the interior. All calculations for this report are based on the modified PTI procedure in addition to our judgment as necessary for specific site conditions. The minimum movements given in the PTI are for climatic conditions only and have been modified somewhat to account for site conditions which may increase the actual parameters. “Center lift” occurs when the center, or some portion of the center of the building, is higher than the exterior. This can occur when the soil around the exterior shrinks, or the soil under the center of the building swells, or a combination of both occurs. “Edge lift” occurs when the edge, or some portion of the exterior of the building, is higher than the center. This can occur when the soil around the exterior swells. It is not uncommon to have both the center lift and the edge lift phenomena occurring on the same building, in different areas. D&S Engineering Labs, LLC M-295 Upsizing Project Everman, Texas G19-2109 5 SPECIAL COMMENTARY ON CONCRETE AND EARTHWORK RESTRAINT TO SHRINKAGE CRACKS One of the characteristics of concrete is that during the curing process shrinkage occurs and if there are any restraints to prevent the concrete from shrinking, cracks can form. In a typical slab on grade or structurally suspended foundation there will be cracks due to interior beams and piers that restrict shrinkage. This restriction is called Restraint to Shrinkage (RTS). In post tensioned slabs, the post tensioning strands are slack when installed and must be stressed at a later time. The best procedure is to stress the cables approximately 30 percent within one to two days of placing the concrete. Then the cables are stressed fully when the concrete reaches greater strength, usually in 7 days. During this time before the cables are stressed fully, the concrete may crack more than conventionally reinforced slabs. When the cables are stressed, some of the cracks will pull together. These RTS cracks do not normally adversely affect the overall performance of the foundation. It should be noted that for exposed floors, especially those that will be painted, stained or stamped, these cracks may be aesthetically unacceptable. Any tile which is applied directly to concrete or over a mortar bed over concrete has a high probability of minor cracks occurring in the tile due to RTS. It is recommended if tile is used to install expansion joints in appropriate locations to minimize these cracks. UTILITY TRENCH EXCAVATION Trench excavation for utilities should be sloped or braced in the interest of safety. Attention is drawn to OSHA Safety and Health Standards (29 CFR 1926/1910), Subpart P, regarding trench excavations greater than 5 feet in depth. FIELD SUPERVISION AND DENSITY TESTING Construction observation and testing by a field technician under the direction of a licensed geotechnical engineer should be provided. Some adjustments in the test frequencies may be required based upon the general fill types and soil conditions at the time of fill placement. We recommend that all site and subgrade preparation, proofrolling, and pavement construction be monitored by a qualified engineering firm. D&S would be pleased to provide these services in support of this project. Density tests should be performed to verify proper compaction and moisture content of any earthwork. Inspection should be performed prior to and during concrete placement operations. D&S would be pleased to assist you on this project. 14805 Trinity Boulevard, Fort Worth, Texas 76155 Geotechnical 817.529.8464 Corporate 940.735.3733 www.dsenglabs.com Texas Engineering Firm Registration # F‐12796 Oklahoma Engineering Firm Certificate of Authorization CA 7181 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-329 and M-295 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised July 1, 2011 GC-4.04 Underground Facilities THE RIOS GROUP SUE INVESTIGATION The Rios Group 7400 Sand St. Fort Worth, TX 76118 (817)345-7500 Project Name: Client Name: Vacuum Excavation Truck/Trailer: TRG Proj. Number:City/Town:County: State: Test Hole #Utility Size, O.D. (Inches) Utility Material (Refer to Legend) Utility Type (Refer to Legend) Depth to Top of Utility (Feet) Cross Sectional View General Utility Direction Surface Type and Thickness (Inches) (Refer to Legend) ID'd By: 1:5/8"Iron Rod/Cap 2: Nail/Disk 3: 'X'in Conc. Date Test Hole Excavated Utility Observed (Yes or No) Survey Point # Northing (Y) Easting (X) Ground Elevation (Z) Top of Utility Elevation 1 16 STL PL 5.08 NG Rod/Cap 9/4/2019 Yes 1002 6918466.87 2344997.29 643.99 638.91 2 16 STL PL 5.20 NG Rod/Cap 9/4/2019 Yes 1003 6918191.45 2344943.43 644.05 638.85 2A 16 STL PL 2.20 NG Rod/Cap 9/4/2019 Yes 1004 6918190.02 2344951.13 643.88 641.68 3 16 STL PL 4.68 NG Rod/Cap 9/4/2019 Yes 1005 6917923.95 2344891.32 642.30 637.62 4 16 STL PL 4.48 NG Rod/Cap 9/4/2019 Yes 1006 6917650.53 2344841.34 641.21 636.73 5 16 STL PL 4.94 NG Rod/Cap 9/4/2019 Yes 1007 6917376.94 2344793.77 640.86 635.92 6 16 STL PL 4.82 NG Rod/Cap 9/5/2019 Yes 1009 6917070.22 2344739.87 640.08 635.26 7 16 STL PL 4.70 NG Rod/Cap 9/5/2019 Yes 1010 6916789.20 2344690.00 639.75 635.05 8 16 STL PL 5.46 NG Rod/Cap 9/5/2019 Yes 1011 6916567.80 2344651.57 639.61 634.15 9 16 STL PL 4.12 NG Rod/Cap 9/6/2019 Yes 1012 6916249.98 2344595.28 635.54 631.42 10 18 VC SAN 4.80 NG Rod/Cap 9/6/2019 Yes 1016 6916208.69 2345362.87 633.55 628.75 11 18 VC SAN 5.74 NG Rod/Cap 9/6/2019 Yes 1018 6916193.24 2345566.83 633.73 627.99 12 10*UNK SAN UNK UNK NG Rod/Cap 10/23/2019 No 1023 6916440.20 2344112.75 639.96 UNK 12A 10*UNK SAN UNK UNK NG Rod/Cap 10/24/2019 No 1024 6916418.06 2344113.83 640.28 UNK 13 16 STL PL 3.86 NG Rod/Cap 10/23/2019 Yes 1028 6916247.65 2344603.48 637.14 633.28 14 10 STL PL 5.60 NG Rod/Cap 10/21/2019 Yes 1022 6916895.91 2350357.34 606.81 601.21 15 16*UNK PL UNK UNK NG Rod/Cap 10/24/2019 No 1029 6918408.39 2352662.54 594.66 UNK 16 16 DI W 4.94 NG Rod/Cap 10/21/2019 Yes 1021 6918398.22 2352698.40 591.62 586.68 Notes: Utility Materials:Utility Types:Surface Types: STL - Steel PVC - Polyvinyl Chloride CSC - Concrete/Steel Cylinder E - Electric T - Telephone TS - Traffic Signal A - Asphalt PE - Polyethylene DBC - Direct Buried Cable CMP - Corrugated Metal Pipe G - Gas FOC - Fiber Optic Cable FM - Force Main B - Brick AC - Transite RCP - Reinforced Concrete Pipe RCCP - Reinforced Concrete Cylinder Pipe W - Water SAN - Sanitary Sewer -C - Concrete CI - Cast Iron VC - Vitrified Clay -PL - Product Line STM - Storm Sewer -NG - Natural Ground DI - Ductile Iron FG - Fiberglass -FL - Fuel Line CTV - Cable Television - - Prepared By: Date: 10/28/2019 Checked by:Date: 10/28/2019 Sheet:1 of 1 Summary of Test Hole Information and Coordinates Huitt-Zollars, Inc. HZI_1903.00 Hannah Ranch General Location:E. Bell Ave. and Thompson St. Everman Tarrant Texas S. Pearce, G, Alvarado VT-04 T-24 Field Manager: Technicians: Designating Truck: Frank Phillips Test Hole Specific Notes/Locations/Etc Unknown utility owner Atmos Atmos Atmos Atmos Atmos Atmos Atmos Atmos Atmos City of Fort Worth City of Fort Worth City of Fort Worth / Hit rock at 5.28'; target utility not found Unknown utility owner Barnett Gathering Barnett Gathering / Hit rock at 11.54'; target utility not found City of Fort Worth City of Fort Worth / Hit ground water at 4.40'; target utility not found * Per Records C. Ewing T. Habenicht SEE CONSTRUCTION DRAWINGS ATMOS ATMOS ENERGY COMMENTS APRIL 19,2020 JOHN CRANE - PS 817-207-2831CITY OF FORT WORTH CONTACT: C.I.P # 102152 SOON WONG soon.wong@fortworthtexas.gov 817-392-8369 3 IN. STEEL GAS2 IN. PE GAS2 IN. STEEL GAS16 IN. STEEL GAS IN ATMOS EASEMENT ENCROACHMENT AGREEMENT NECESSARY4 IN. STEEL GAS4 IN. PE GAS4 IN. STEEL GASATMOS CLEAR IN THIS AREAATMOS CLEAR IN THIS AREA ATMOS GAS EASEMENTATMOS 16 IN. STEEL GAS BARNETT GATHERING, LLC (XTO ENERGY, INC.) �� Z� HORIZONTAL SCALE = 100' �= D PIPE STATIONING & OWNERSHIP � � D D , D� � ALIGNMENT m��� � VERTICAL SCALE = 40 0 o D DETAIL TRAVERSE ANGLES & R/W NO. �� � a � 0 0 � a'DCDn � . tn r � � ^ � O�m Z ��r lJ � m Z O I' I cn cn cn cn cn rn rn rn rn N A N N O o� Z Z , cn rn.i oo co o n� c., N MATCHLINE 114+00 z� � O� x � + o 0 0 0 0 0 0 0 0 � N r SHEET 5 = � C _ � � o �O DZ O D n m � � ON O � NZUJ � o �� �� • o �� m � � Z D y � �� z �,: � r � �: \ Z � 1 m Z Z Zz o m � �� D Zm O � � 1 f � o m p r D 0 �v N 'O � � � 1 c� � �ZG� - D � � 1 � mm � + � r — � �C N O o \ � p � C� ITf N � � � 0 � z Z \ � m � � \ p n L �z Z A p � �� r + �r \ � � ��� I I I I � �� n� �0 " � � _ � : f � \ - a I I � I ��g<•�T���� � �,��� �������� �� �c»cn� \ c� � a �W � DD�mDmOOG�D D�O�� , yp� N � zm n r�i mr�i� = r�i ri�mZ � �I-I-I o \ `` rr��o� z Or C m�= Z� ��� � r? I ^1 I o �'�`��0 � cwP n N N m m Z r� r�� m � l� J � \ �1�X �N � � 114+00 MATCH LINE 114+00 m iz c� z � w� s G� � m m � m � � Z r � Z -(CiN � Z � v w� P � m � � , M � � `��G ��, �, � o � � \ ���'�� N � � o �� � � y.c o � ��s � ������c� m \ �� �'o N p � U�\ �W + � � 'O CT 00 CJI ('Nj CNO n n (�J� 00 p 1 t t t � p+p � � v t N N,\ p O O O � � v D � y � I I I � � � � � I O T 107+43 � \ O � C,a N -1 + + + � + � � + + � I 1 I f \ � �f� cNii c�ii O N � N N V w D + 107+10 � � � /V � o � � o �� � °° � " N Z ���������o z =o � ���������� C C C C C C C C C Z O � ,06+,9 � \ z 0 O � + \ � 0 � � � � � � � , (/� W � V � (T � � V / � y (J1 (J1 � a cp v N I c�o rn I N D 105+43 � \ w v � O�o O N m o 105+33 � � � � � � � \ � � + O 'o, o \ N � r / n O j, \ Zc,� 'O lJ / 0 �,, �o • ry rn � C a s+ I pO oO N N 5 � a a � y 6� � � 0 � �s \ � O N � � � + <� � � x X o y� . mo o D �n� . " o v T � 9 p s. s -p 107+43 PI 37'01'00" LT. w� � �v � D a� °'�,s 107+27 PROPERTY LINE �a�+2� � � �� � � N �. Z 107+10 PI 37'00'17" RT. o � � � cn , a �r � � � c� o � W �-o z �' w a F cri� D y� O + ' m c �s � o � � o D� 0 � � � o Z � �ti � � �Y Z � � � cr o � m j�, �; r'rn_ � y�� N N � r;� , � � � � 106+19 PI 88'42'37" LT. � Z � z� � � 's, �o n � �r�_ 105+43 PI 89'07'49" RT. � � + �I� y �as 105+36 U/G TELEPHONE (SOUTHWESTERN)(4' CLR.) �a5+34 � � p51''N�Na�����N�N� "� �� ��'? 105+33 FENCERTY LINE � Ny� ��, \ � � 105+13 ENTER WOODS lN��,s� S��pM ��o a � D �o �s � � �I �, � O � 1i �y . 'O rn � (_%) + ? � o \ � � '� � � 100+74 � \ a s � � � � � 's, � \a��o al�o ao a��o � � � � � � o � \ o �o 0 0 0 0 + p � n � 0 0 0 0 0 � �� � a r o. U� � W N 00 rn � y � � = z� y � � N � � � �p n Z tn O C� m� N � � � N� � � v' : N � D Z C � �f G7 Z GD = � + O = (�% �T1 � � C� �tP O Z� O n � � W � �< L C� 'O m n c oo � Z �� m N � N c.,� c,� n T \ cS 7AC � � j p N /l.J � �� p tP 3 N �n � �1 I ' I � � � ^ o' � C � � T � � ��• � `I � _� � � � o y i9i? O O Z � y rm�* Z � � �.a � 100+74 PI 07'37'07" LT. C O � � � 97+65 � �tP �2� � � �� r \ z C D Z Z � � (7 � n ^ � D t'' � ��1 N ' " � O ,ZCj awo V \ r � Z O � r ? O O � Ci -o � _ °�° � � o n � w w � � � v \ Z y� � I I � � �v c1i, � � N Z O � � � rn o = � m ao � Z ` o o. \ �p � = G� N \ � N Z Z � Zm � mN � vW � � � � � N� � N + �<o o � � o �''1 Z ou \ 97+65 PI 00'27'17" LT. � � � � o � � � o \ .-. � x `� � D i/i r (p �n �v c�p � W= w+ 'o_ v + (J� � � � m N Z N w � � p °' � N m ' � o o rn �, � z O v � N � C� U1 1 � J � � Lr � W °' s Q � � O l�1 � � � � (�.7� n p O Ui � (P � D � c,+ � rn m � � �� o�n O �� � 92+38 � y N o � � �O N s `� Z + o � 0 91+57 � � � � 0 r� � s, � � � + � � o � o � � 0 z / \ 88+35 / n ?� m V I � `S` �,i, � O o s � c� O 9tiJ' DOGi � � 9�'i- 92+38 PI 83'19'52" LT. � N 2� `S'F � 92+03 HDD EXIT � W� O �5�� � "�jj M 91+57 TEST LEAD m v� v O �� m�z � �o 00 � c� � N m m � + � D �' ��� N t� � � o � o � � J 2 c., o � N 00 cov N 88+76 EASEMENT LINE � a � o j � N p � 0 M�`�'�O�• ��'� LdM o� n�; 8 8+ 5 6 E A S E M E NI TAL I N E EWER (X-18923) (19' COV.) 85+60 rn p 0 �, M�N� w x � 8 8+ 3 5 P R O P E R T Y L I N E, F E N C E ( B W 4) y � � �' " �' �'o�-o s � - 88+20 CL GRAVEL ROAD 14' WIDE Z� �: 0 88+35 � o Z �, � o o,� � -� 0 8 8+ 1 2 F E N C E ( B W 4) �� ' A Z� � � � • �'o,� °F � '`� � s � • 87+65 TOP OF BANK z O ��� c� p o o � o,�, n� m y9 2 M ro_ 8 7+ 5 2 T O E O F B A N K � �� + `�°, ' �'" � Fc� ��� � ; 87+20 CL CREEK � � o u! , m.y 92 � y ;= 87+05 TOE OF BANK � o a �.� � o 0 86+92 TOP OF BANK I-rI � Z � � � � 4; 85+89 PI 87'37'18" RT. c� � �'. 85+70 FUTURE RIGHT OF WAY 85+00 "'rn. �j � �� 85+60 FENCE (BW 4), RIGHT OF WAY N � o� o� 85+53 TOE OF SLOPE � D m n a� D � � 85+43 EDGE OF ROAD 0�� m�'•' � rn � N ,I.Z .p 85+37 PROPERTY LINE � r / o W y w + Z t^ � 85+31 CL ANGLINE DRIVE OD m ? � Z D o A D: � p ���� 8 5+ 1 1 E D G E O F R O A D m�� � � D o � d N v� �� 85+04 0/H POWER (WARNING!!! ) �� o � N � oz y ��N�� N` d ��M� yt^ yG�-� P O W E R P O L E 1 1. 2' L T. �� � '�� <�� 0 88+77 GUY ANCHOR r y � �"�' � Z W z r O N� � �z �F ��� ,� 85+00 PROPERTY LINE, RIGHT OF WAY c� � Z m�= w� C � /�\i� � y � 2 0 ov�� p� 84+90 FUTURE RIGHT OF WAY y W O o zN- � c m � /o-� �> ���a� oN � X � � 0 85+93 � � � �� 9 '�j a� � ?� s���� � o c°°n � s � � � � � s5+�2 � � rn s s5+ss � �� �� a p) D o rn / �� �\N� ��� 84+00 MATCH LINE 84+00 p QT m � (/.'�] � 85+60 � m / � �2��u� � � N Vl r\ V I : � r �I c�io � r y� v� �a �Z �� �� DZ DN ,�N� � � z � ITI � � � � � � m ? r Z � � r�P � � � o Om � cn r��� �ltk �i QQ o� oo � Z + 85+00 � f*1 m 0 9� I �� � o Z�'I r { O ~m \ o N OD��'I � ��2 � � � _ _� z rn ���� �. � � m N yc�i �1� � vrN� W � � lil� ' � I DmOi � '= O � �� � z � mD�+� � � � O � �� � ^ + ; NN�= o � m �(� U, o� � J�� o rn N W MATCHLINE 84+00 �� U' r �o " o 0 0 0 0 0 0 0 o SHEET 3 Z�'' o � m � � � � � � � � o m D • v N -----XTOEnergy Project Scale D-Love to Hosler 16" Pipeline X axis: 1 in= 20.0 ft Fort Worth, TX Y axis: I in= 20.0 ft Project started on Nov 03, 2011 Z axis: l in= 20.0 ft Project completed on TBD -Proposed bore-X10 D-Love Hosler C/L As-built bore-X10 DLOVE21 SEWFR Bore Plan Bore started on Nov 03, 20 II MD of proposed bore= 670.0 I 0 ft Bore completed on TBD Away of proposed bore= 650.688 ft Directional data 0 Line Az of proposed bore= 180.000° Tracking data D. -Proposed bore-X10 DLV 21 SEWFR Bore Plan MD of proposed bore= 677.506 ft Away of proposed bore= 673.094 ft Line Az of proposed bore= 180.000° Entry ST A 95+44 Exit ST A 89+64 r-Bore Length: 677.5 ft THIS DRAWING PROVIDED BY: Boots Smith Oilfield Services OPERATOR(S) FOR THIS JOB: Larry Morgan '-THIS DRAWING IS BASED ON INFORMATION PROVIDED BY: XTO Energy I l I 1 I I I I 0 1 -~~----~--~---------- "' I I I I I I I I L ___ _ I _______ .-- l 0 I UUJd t9+68 V .lS Id 0 0 ....... @) ¢:: 0 o\ N -s HX3GGH <!) 0 ~ "' .a ] p:; 0 0 \0 ....... @) ¢:: "' ('>I o\ t- N ~ u -*--~---------·-+--~-------- 0() ~lY ld - ' h, D � � �O N} O O �. I r I I I I 0 1 0 -"F -"F .... .... "' "' I I I I I I 1 I I I I I I I I I I 0 1 0 -"F -"F "' "' "' "' t I I I I 1 I I I I 0~+£6VlS I l OL.+Z6 VlS n I I I I I I I :: ::1 u I I r t 0 -~~~-----+--~----~------~---- "' r ll+96V~Sid -~------------~--~---------------------~~-<.0 "' + t tt+S6 v~s r -~--~~------~---4~-----~------!--------~-- "' "' .2 "0 "' ~ 0 0 \0 @ ..... ....... <rl + N "' r- N I S= H~ ]~ J !!!! ilj!• ; lJJl! l' d jl·i . Jj ! HI;H !JI !!~ l '• ... ~ i E ~ ~ .I!! e ti t ~ 1ti : !iii i,Jl 111 ill :j ,J h ::J !-l ~ Hi11 il l j hJJ hJ !!! -ti-VJ.IIol 1 ~I "-'"100" ~·.u ~ 1 ~I ! ~ t ! ~I I M•\,V.1.1 ~I ~I Ot .. UVJ.S ~ ~ -.lt!»•U l i. ~ I ~! -! ! ••Jt ... Ui (HitVJ,.I ~! l ,. ... ~ ) ,.-vu 1 ~I L I . . c f9<-.. Y.U:Iot ! f ~ ~J ~z n'""" ~ . ' Ullld :l i!J ld CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-295 and M-329 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised July 1, 2011 GC-6.06.D Minority and Women Owned Business Enterprise Compliance ATTACHMENT 1A Page 1 of 4 City of Fort Worth Business Equity Utilization Form Disadvantaged Business Enterprise Utilization Form (Applicable if Federally-Funded) PRIME/OFFEROR/OWNER COMPANY NAME: BID DATE: PROJECT NAME: PROJECT NUMBER:City’s Business Equity Goal: MBE WBE DBE HUB VOSB Section 3 Not Certified Check all applicable boxes to describe Prime/Offeror/Owner's Classification: Certifying Agency:NCTRCA D/FW MSDC TX DOT WBCS Other: Ethnicity:African American Hispanic Native American Asian Caucasian Female Definitions: Business Equity Firm: Certified MBE Minority Business Enterprise or WBE Women Business Enterprise DBE: Disadvantaged Business Enterprise HUB: Historically Under Utilized Business VOSB: Veteran Owned Small Business Section 3: Certified Housing Urban Development Vendors Gender:Male % Offeror’s Business Equity (or DBE) Commitment: ALL BUSINESS EQUITY FIRMS MUST BE CERTIFIED BEFORE CONTRACT AWARD Failure to complete this form, in its entirety, and received by the Purchasing Division no later than 2:00 p.m. on the third City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. Exception: CFA, ICA, and CDBG projects, documents will be submitted to the City Project Manager if publicly bid or to the Developer if privately bid. The undersigned Prime/Offeror agrees to enter into a formal agreement with the Business Equity firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth (Exception: Developer projects). The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications. Business Equity firms listed toward meeting the project goal must be located in the City's marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. The marketplace is the City of Fort Worth including portions of Denton, Parker, Wise, and all of Tarrant, Dallas, and Johnson counties. Certified means those Business Equity Firms, located within the Marketplace, that have been determined to be a bona-fide minority or women business enterprise by the North Central Texas Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council (D/FW MSDC) and Women's Business Council-Southwest (WBCS). If hauling services are utilized, the Prime/Offeror will be given credit as long as the Business Equity firm listed owns and operates at least one fully licensed and operational truck to be used on the contract. The Business Equity firms may lease trucks from another Business Equity firm, including Business Equity owner-operated, and receive full Business Equity credit. The Business Equity firm may lease trucks from non-Business Equity firms, including owner-operated, but will only receive credit for the fees and commissions earned by the Business Equity as outlined in the lease agreement. Federally-funded Projects (ONLY), Counting DBE Participation: If materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies towards the goal. If the materials or supplies are purchased from a DBE regular dealer, count 60 percent of the cost of the materials and supplies toward the DBE goal. When materials or supplies are purchased from a DBE neither a manufacturer nor a regular dealer, count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies or fees or transportation charges for the delivery of the materials or supplies delivered to the job site. In all cases, the Prime/Offeror is responsible to identify the amounts to be used toward the committed DBE goal. Note: For DBE Goals, 60% of the services count towards the goal. Non-Binary (Check if addressing DBE Goal)% Effective 01/01/2021 Updated 03/24/2022 ATTACHMENT 1A Page 2 of 4 Please note that only certified Business Equity firms will be counted to meet the Business Equity goal. Prime/Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Business Equity firms and non-Business Equity firms. Prime/Offerors must identify by tier level all subcontractors/suppliers. Tier: means the level of subcontracting below the Prime/Offeror i.e. a direct payment from the Prime/Offeror to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier. Business Equity firms are to be listed before non-Business Equity firms. The Prime/Offeror is responsible to provide proof of payment of all tiered sub-contractors/suppliers identified as a Business Equity firm and counting those dollars towards meeting the contract committed goal. Certified Business Equity Prime/Offeror Contractors counting their self-performance towards meeting the contract goal, must be certified within those NAICS commodity codes with a certifying agency acceptable by the City of Fort Worth. Certified Business Equity Prime/Offeror counting self-performing services towards the goal, the service(s) to be performed should be listed first on the Utilization form. NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required)Specify Tier Name 1st Tier Certification Agency Gender and Ethnicity: Business Name: Address: Phone: Email: Contact Person: Type of Service/Supplies: $ AMOUNT: Male Female Certified By: NCTRCA TXDOT Type of Service/Supplies: $ AMOUNT: Certified By: NCTRCA TXDOT Type of Service/Supplies: $ AMOUNT: Certified By: NCTRCA TXDOT $ AMOUNT: Certified By: NCTRCA TxDOT African American WBCS D/FW MSDC WBCS DFW MSDC Male Female Male Female WBCS DFW MSDC African American African American Business Equity Utilization Form Non-Binary Other: Hispanic Native American Asian Caucasian Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: Other: Other: Asian Caucasian Hispanic Asian Caucasian Hispanic Native American Native American Non-Binary Non-Binary Effective 01/01/2021 Updated 03/24/2022 NAICS Code: NAICS Code: NAICS Code: Check this box if certified Prime Contractor services will be counting towards the Business Equity contracting goal. Please list services first below. Please list certified Business Equity firm names as listed on their certification, including DBA names. ATTACHMENT 1A Page 3 of 4 Business Equity Utilization Form Please include multiple copies of this page if needed to list all contractors and suppliers. NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required)Specify Tier Name 1st Tier Certification Agency Gender and Ethnicity: Business Name: Address: Phone: Email: Contact Person: Type of Service/Supplies: $ AMOUNT: Male Female Certified By: Type of Service/Supplies: $ AMOUNT: Certified By: Type of Service/Supplies: $ AMOUNT: Certified By: WBCS WBCS Male Female Male Female WBCS Non-Binary D/FW MSDC NCTRCA TXDOT Other: Hispanic Native American African American Asian Caucasian Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: DFW MSDC NCTRCA TXDOT Other: DFW MSDC NCTRCA TXDOT Other: African American Asian Caucasian Hispanic African American Asian Caucasian Hispanic Native American Native American Non-Binary Non-Binary Type of Service/Supplies: $ AMOUNT: Certified By: Male Female WBCS Business Name: Address: Phone: Email: Contact Person: DFW MSDC NCTRCA TXDOT Other: African American Asian Caucasian Hispanic Native American Non-Binary NAICS Code: NAICS Code: NAICS Code: NAICS Code: Effective 01/01/2021 Updated 03/24/2022 ATTACHMENT 1A Page 4 of 4 Business Equity Utilization Form ______________________________________________ Printed Signature ______________________________________________ Contact Name and Title (if different) ______________________________________________ Phone Number ______________________________________________ Email Address ______________________________________________ Date Authorized Signature ____________________________________________________ Title ____________________________________________________ Company Name ____________________________________________________ Address ____________________________________________________ City/State/Zip Code Total Dollar Amount of Certified Prime/Offeror Services towards contract goal $ Total Dollar Amount of Business Equity (or DBE if applicable) Subcontractors/Suppliers $ Total Dollar Amount of Non-Business Equity Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF CERTIFIED PRIME/ALL SUBCONTRACTORS/SUPPLIERS $ The Prime/Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Business Equity Division through the submittal of a Request for Approval of Change/Addition online. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Prime/Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed Business Equity goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including non-Business Equity firms. The Prime/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Prime/Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the Business Equity firms on this contract, by an authorized officer or employee of the City. A Prime/Offerer who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. Department of Diversity and Inclusion - Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Ph: 817-392-2674 Effective 01/01/2021 Updated 03/24/2022 ATTACHMENT 1C Page 1 of 4 Effective 03/15/2022 City of Fort Worth Business Equity Division Good Faith Effort Form PRIME/OFFEROR COMPANY NAME: Check applicable box to describe Prime/Offeror's Certification Business Equity Firm Non-Business Equity Firm PROJECT NAME: BID DATE Business Equity Goal: % Offeror’s Business Equity Goal Commitment: % PROJECT NUMBER If the Offeror did not meet or exceed the Business Equity Goal for this project, the Prime/Offeror must complete this form. If the Prime/Offeror’s method of compliance with the Business Equity Goal is based upon demonstration of a “Good Faith Effort”, the Prime/Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 10 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Prime/Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the third City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. Exception: CFA, ICA, and CDBG projects, documents will be submitted to the City Project Manager if publicly bid or to the Developer if privately bid. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a Business Equity firm or non-Business Equity firm. (DO NOT LIST NAMES OF FIRMS). On all projects, the Prime/Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities ATTACHMENT 1C Page 2 of 4 Date of Listing _______________ 2.) Obtain a current (not more than two (2) months old from the bid open date) list of Business Equity subcontractors and/or suppliers from the City's Business Equity Division. Yes No 3.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes 4.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by fax, exclusive of the day the bids are opened? (If yes, attach list to include name of Business Equity firm, person contacted, phone number and date and time of contact.) (If yes, attach list to include name of Business Equity firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that “undeliverable confirmation” received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or “undeliverable confirmation” documentation may render the GFE non-responsive.) Yes (If yes, attach email confirmation to include name of Business Equity firm, date and time. In addition, if an email is returned as undeliverable, then that “undeliverable message” receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or “undeliverable message” documentation may r ender the GFE non-responsive.)No NOTE: The three methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Prime/Offeror must document that either at least two attempts were made using two of the three methods or that at least one successful contact was made using one of the three methods in order to deemed responsive to the Good Faith Effort requirement. NOTE: The Prime/Offeror must contact the entire Business Equity list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 thru 5. 6.) Did you provide plans and specifications to potential Business Equity firms? Yes Yes 7.) Did you provide the information regarding the location of plans and specifications in order to assist the Business Equity firms? No 5.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes No No No Effective 03/15/2022 ATTACHMENT 1C Page 3 of 4 8.) Did you prepare a quotation for the Business Equity firms to bid on goods/services specific to their skill set? (If yes, attach all copies of quotations.) Yes (If yes, attach the information that was not valid in order for the Business Equity Division to address the corrections needed.) (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain Business Equity firm participation on this project. __________________________________________________________________________________________ __________________________________________________________________________________________ __________________________________________________________________________________________ __________________________________________________________________________________________ The Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Prime/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. A Prime/Offeror who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. No Yes No 9.) Was the contact information on any of the listings not valid? 10.) Submit documentation if Business Equity firms quotes were rejected. The documentation submitted should be in the firms forms of an affidavit, include a detailed explanation of why the Business Equity firms was rejected and any supporting documentation the Prime/Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Prime/Offeror will provide for confidential in-camera access to an inspection of any relevant documentation by City personnel. Effective 03/15/2022 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the Business Equity firms listed was/were contacted in good faith. It is understood that any Business Equity firms listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City’s Business Equity Division. _______________________________________ Authorized Signature _______________________________________ Title _______________________________________ Company Name ______________________________________ Address _______________________________________ City/State/Zip _______________________________________ Printed Signature _______________________________________ Contact Name and Title (if different) _______________________________________ Phone Number _______________________________________ Email Address _______________________________________ Date Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817) 392-2674 Effective 03/15/2022 Effective 01/01/2021 Business Equity Division LETTER OF INTENT In the amount of $ (Owner/ Authorized Agent) Type or Print Name (Name of Certified Business Equtiy Firm) (Signature of Owner /Authorized Agent of Certified Business Equity Firm) (Date) (Phone Number) am the duly authorized representative of (Owner/Authorized Agent) and that I have personally reviewed the material and facts (Name of Offeror/Prime) set forth in this Letter of Intent. To the best of my knowledge, information and belief, the facts in this form are true, and no material facts have been omitted. Pursuant to the City of Fort Worth's Business Equity Ordinance, any person/entity that makes a false or fraudulent statement in connection with participation of a certified firm in any City of Fort Worth contract may be referred for debarment procedures under the City of Fort Worth's Business Equity Ordinance. I do solemnly swear or affirm that the signatures contained herein and the information provided by the Offeror/Prime are true and correct, and that I am authorized on behalf of the Offeror/Prime to make the affidavit. (Owner/ Authorized Agent) Type or Print Name (Name of Offeror/Prime) (Signature of Owner/Authorized Agent) (Date) (Phone Number) PROJECT # ____________ BID # _____________ (If Applicable Please Check One) Amendment Change Order A. Business Equity Sub-Contractor/Consultant Information: A certified Business Equity firm is owned by a Minority or Woman Business Enterprise (M/WBE) [Pursuant to the City of Fort Worth's Business Equity Ordinance, certified Business Equity firms participating under the Ordinance must be certified prior to recommendation of award in order to be counted towards the Business Equity contract goal. Certifying agencies acceptable by the City: North Central Texas Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council, Inc. (DFW MSDC), Women's Business Council - Southwest (WBCS), or the Texas Department of Transportation (TXDOT). Note: For Federally-Funded projects the firm must be certified as a Disadvantaged Business Enterprise (DBE) by the NCTRCA and/or TXDOT only.] All Fields are Required - Do not leave blank. B. Affidavit of Offeror/Prime I HEREBY DECLARE AND AFFIRM that 1.Name of Project: 2.Name of Offeror/Prime Contractor: 3.Name of Business Equity Firm: 4.The undersigned is prepared to perform the following described work and/or supply the material listed in connection with the above project (where applicable specify “supply” or “install” or both): Firm Contact Name/Phone: (Email Address) Department of Diversity and Inclusion Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Ph:817-392-2674 Revised. 6-8-21 (Email Address) NAICS Code: Address: Joint Venture Page 1 of 3 Rev. 2/13/19 CITY OF FORT WORTH M/WBE Joint Venture Eligibility Form All questions must be answered; use “N/A” if not applicable. . Name of City project: ___________________________________________________________________________ A joint venture form must be completed on each project RFP/Bid/Purchasing Number: ____________________________ 1. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture M/WBE firm name: Non-M/WBE firm name: Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the M/WBE: Describe the scope of work of the non-M/WBE: Joint Venture Page 2 of 3 Rev. 2/13/19 3. What is the percentage of M/WBE participation on this joint venture that you wish to be counted toward meeting the project goal? _____________________ 4.Attach a copy of the joint venture agreement. 5.List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a.Estimating b.Marketing and Sales c.Hiring and Firing of management personnel d.Purchasing of major equipment and/or supplies Supervision of field operations The City’s Business Equity Division will review your joint venture submission and will have final approval of the M/WBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City’s Business Equity Division immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City’s Business Equity Ordinance 25165-10-2021 . Joint Venture Page 3 of 3 Rev. 2/13/19 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture’s eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Name of MBE firm Name of non-MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of _________________________________________ County of _________________________________ On this _____________________________ day of _________________, 20 ____, before me appeared ___________________________________________ and ___________________________________________ to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public ______________________________________________________ Print Name Notary Public ______________________________________________________ Signature Commission Expires _________________________________________________ (seal) Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 ATTACHMENT 1B Page 1 of 1 Rev. 3/13/2022 City of Fort Worth Business Equity (M/WBE) Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe Prime M/WBE NON-MWBE PROJECT NAME: BID DATE City’s MBE Project Goal: % Offeror’s MBE Project Commitment: % PROJECT NUMBER If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 p.m., on the second City business day after bid opening, exclusive of the bid opening date, will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. YES NO Will you perform this entire contract without suppliers? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. YES NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including certified M/WBE(s) on this contract, the payment thereof and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the M/WBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. ______________________________________ ___________________________________________ Authorized Signature Printed Signature ______________________________________ ___________________________________________ Title Contact Name (if different) ______________________________________ ___________________________________________ Company Name Phone Number Fax Number ______________________________________ ___________________________________________ Address Email Address ______________________________________ ___________________________________________ City/State/Zip Date Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817) 392-2674 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-329 and M-295 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised July 1, 2011 GC-6.07 Wage Rates CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator 15.32$ Asphalt Paving Machine Operator 13.99$ Asphalt Raker 12.69$ Broom or Sweeper Operator 11.74$ Concrete Finisher, Paving and Structures 14.12$ Concrete Pavement Finishing Machine Operator 16.05$ Concrete Saw Operator 14.48$ Crane Operator, Hydraulic 80 tons or less 18.12$ Crane Operator, Lattice Boom 80 Tons or Less 17.27$ Crane Operator, Lattice Boom Over 80 Tons 20.52$ Crawler Tractor Operator 14.07$ Electrician 19.80$ Excavator Operator, 50,000 pounds or less 17.19$ Excavator Operator, Over 50,000 pounds 16.99$ Flagger 10.06$ Form Builder/Setter, Structures 13.84$ Form Setter, Paving & Curb 13.16$ Foundation Drill Operator, Crawler Mounted 17.99$ Foundation Drill Operator, Truck Mounted 21.07$ Front End Loader Operator, 3 CY or Less 13.69$ Front End Loader Operator, Over 3 CY 14.72$ Laborer, Common 10.72$ Laborer, Utility 12.32$ Loader/Backhoe Operator 15.18$ Mechanic 17.68$ Milling Machine Operator 14.32$ Motor Grader Operator, Fine Grade 17.19$ Motor Grader Operator, Rough 16.02$ Off Road Hauler 12.25$ Pavement Marking Machine Operator 13.63$ Pipelayer 13.24$ Reclaimer/Pulverizer Operator 11.01$ Reinforcing Steel Worker 16.18$ Roller Operator, Asphalt 13.08$ Roller Operator, Other 11.51$ Scraper Operator 12.96$ Servicer 14.58$ Small Slipform Machine Operator 15.96$ Spreader Box Operator 14.73$ Truck Driver Lowboy‐Float 16.24$ Truck Driver Transit‐Mix 14.14$ Truck Driver, Single Axle 12.31$ Truck Driver, Single or Tandem Axle Dump Truck 12.62$ Truck Driver, Tandem Axle Tractor with Semi Trailer 12.86$ Welder 14.84$ Work Zone Barricade Servicer 11.68$ 2013 PREVAILING WAGE RATES The Davis‐Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas’ Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. (Heavy and Highway Construction Projects) Page 1 of 1 CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-329 and M-295 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised July 1, 2011 GC-6.09 Permits and Utilities CITY OF FORT WORTH FLOODPLAIN DEVELOPMENT PERMIT 1 Marlia, Jordan From:Thompson, Benjamin <Benjamin.Thompson@fortworthtexas.gov> Sent:Monday, March 16, 2020 4:19 PM To:Marlia, Jordan Cc:Stormwater Development Services; Ward, Kellie; Kyle W. Kirkland; Flood Plain Subject:RE: Academy Floodplain Development Permit FDP-20-00030 Attachments:FDP-20-00030_Signed.pdf Follow Up Flag:Follow up Flag Status:Flagged Jordan, I went ahead and uploaded the application to Accela. A copy of the signed FDP is attached for your records. Please note the conditions of approval and let me know if you have any questions. SDS folks, I also saved a copy of the signed FDP here. Please approve the FDP in Accela. Thanks, Ben Thompson, PE, CFM Professional Engineer City of Fort Worth Transportation and Public Works Department Stormwater Management Division 1000 Throckmorton Street, Room G14a (817) 392-8791 (office) Benjamin.thompson@fortworthtexas.gov City of Fort Worth – Working together to build a strong community How well am I serving you? You can contact my supervisor, Clair.Davis@fortworthtexas.gov with comments. From: Marlia, Jordan [mailto:jmarlia@Huitt-Zollars.com] Sent: Monday, March 16, 2020 1:33 PM To: Thompson, Benjamin <Benjamin.Thompson@fortworthtexas.gov> Cc: Stormwater Development Services <SDS@fortworthtexas.gov>; Ward, Kellie <kward@Huitt-Zollars.com>; Kyle W. Kirkland <KKirkland@academyhouston.com> Subject: FW: Academy Floodplain Development Permit FDP-20-00030 2 CAUTION: This email originated from outside of the City of Fort Worth email system. Do not click any links or open attachments unless you recognize the sender and know the content is safe. Ben, See attached signed FDP for your use. I am providing this via email as it appears Accela is continuing to have problems. I will re-upload on my end but wanted to get this to you regardless. IF you have questions please let me know. Thanks Jordan V. Marlia, P.E. P: 817-335-3000 ext 10283 From: Kyle W. Kirkland <KKirkland@academyhouston.com> Sent: Monday, March 16, 2020 11:43 AM To: Marlia, Jordan <jmarlia@Huitt-Zollars.com>; Ward, Kellie <kward@Huitt-Zollars.com> Subject: FW: Academy Floodplain Development Permit FDP-20-00030 From: Thompson, Benjamin [mailto:Benjamin.Thompson@fortworthtexas.gov] Sent: Monday, March 16, 2020 11:39 AM To: Kyle W. Kirkland <KKirkland@academyhouston.com> Cc: Stormwater Development Services <SDS@fortworthtexas.gov> Subject: Academy Floodplain Development Permit FDP-20-00030 Kyle, Could you please re-submit a signed Floodplain Development Permit through Accela? I left a voicemail at 801-905-1690 as well. Feel free to call or email with any questions. Thanks, Ben Thompson, PE, CFM Professional Engineer City of Fort Worth Transportation and Public Works Department Stormwater Management Division 1000 Throckmorton Street, Room G14a (817) 392-8791 (office) Benjamin.thompson@fortworthtexas.gov City of Fort Worth – Working together to build a strong community How well am I serving you? You can contact my supervisor, Clair.Davis@fortworthtexas.gov with comments. - APPLICATION F4R PL�ASE TYPE FL04DPLAIN DEVELOPMENT PERMIT ��tE o3io3i2oza P��'n"�'°. FDP-20-00 Name of Owner or App]icant Academy Developmenl Address of Owner 13� 5 FM 1187 5uite 111 Mans(ield Texas 76063 l.ocation of Permft Area {Address or l.eflal DescripUon� See attached plans Tele�hone No. g� 7-905-1960 Of(lce Use Only ❑ Approved ❑✓ Approved Nearest Stream With Chambers Creek �DeNed" Condllions' PURP�SE OF' REQU�ST: ❑✓ Excavaiion ❑Filling DatB In: 3Ho1202o Date OUt: 311612o2o Processed B : Ben TY1pr71�]spn .;__ , Approved By�- -'� ❑Dredging or Mlning �UtilRy Conslruclian ❑Building Permil ❑ Grading ❑Paving ❑Orilling Operations ❑Oiher BRIEF �ESCRIPTlON OF PROPOSAL (Attae�� separate sheet i[ needed} Replace-in-place Fort Wprth, Texas 21" sewer line M-295 & M-329. Approximate S7A 26+00 to S7A 69+50 COMPL�TE APPLICABLE QUESTIONS: 1. Total drainage area of watercourse ��'� acres. 2. Regulatory Flopd elev. ❑✓ Not available, 3. Has site previously ftooded? ❑✓ Yes ❑ I�o 4, fs site subjecl ro€looding? �✓ Yes � No 5. Is safe access available during fimes of flood? ❑ Yes ❑ Ho ,�✓ Unknown 6. Is the proposal avithin Ihe designaied f�ovdvray7 n✓ Yes ❑ No ❑Unknown 7. Heve all necessary prior approval permits been obtained from federal, siafe or local govemmental agencies?❑ IVone Required ❑Yes ❑No {If no, explain; if yes, provide capies of approval I�lters or permits.) ATTACH THE FOLLOWING IF APPLICAB�.E; � Tvro (2) sets scale drawings showrng localion, dimensions, elevations of exislinfl and propased topograpnic alterations, existing and proposed structures, locatian relalive to floodpfain area. 2. �xlent to ti�rhfch walercourse or nalural drainage vrill be altered or relocated. NIA 3. Supporting hydraulic caiccilations, reporfs, etc., used as a basis for proposed improvemenis. N�+� 4. Lowest iloor ele�aiion (incfuding basement) of all proposed struclures. NIA 5. Elevation to whic#� any non-resideniial slructure shail ioe flood proofed. {�J�p, &, Certification by regisiered professional engineer or archilect that f�ood proofing criieria are met as set forth in SecUon 7-347, 5ub-5ection b, Ordinance Na. 11998. NIA DURING 7HE OCGURRENCE OF A'I00-YEAR FREQUENCY FLOOD WI�L THE PROPOSA�.; 1. Reduce ca acit of chanraelslfloodwa slwa#ercourse in flood lain area? 2. Measurabl increase fload flowsli�ei htsldama e on off-site ro er#ies? 3. Individually or combined wit� other existing or anticipated development expose adjacenE ro erties ko adverse flood effects? 4. Increase velocities/volumes of flood wafers sufficiently to create significant erosion of flood lain soils on sub'eet ro erl or ad'acenf ro ert u streamldownstream? 5. Encroach on flppdwa causin increase in flpod lavels? 6. Provide com ensator stora e for an measurable loss of flood s#oraqe capacitv? � �❑ � � � n Info. Not No Available 0✓ ❑ �✓ ❑ �✓ ❑ �� �■� FLQODPLAIN DEVELOPMENT PERMIT The City of Fort Worth's Floodplain Permif Program is authorized by Section 7-318 of Ci#y Ordir�ance No. 11998, adopted June i3, 1995. This permit is required for al! development faking place within the area af the 100-year ffoodplain (special flood hazard areas) as shown on the current Ffnod Insurance Rale Maps anc! Flood Boundary-Floodway Ma�s, published by the Fed�ral Emerget�cy Management Agency (FEMA), These maps are available for public inspection in the Engineering Depar#ment, Municipal Buifding, 1000 Throckmorton Street. Failure fa obtain a Floodplain Development Permit or violating other provisians of City Ordinance No. 11998 or the canditions describeci within the permit canstitutes a misdemeanar and upon convictior�, a person, firm, or corporation could be fined up to one thousand doflars ($1,OOfl) a day far each day that fhe vialation occurs. I understand that the conditions wt�ich may bc sfated far permit approval or the provisions of City �rdinance No. 11998 may be superseded by other provisions of City code or policies. I furfher understand that this Ffoodplain Development Permit does not constitute final approval until al! development requirer►�ents placed on the proper�y have �een i�net. These requireinents include, but are not limited to, City consfruction �lan approval, platfing and community facilities agreemanfs. 7his propvsal shall be subject to any changa i�� ffoodplain cle�elopmenf policy at the acival time of development. Application is hereby made for a p�rrnik to autharize the activities described herein. I Y�ereby certify that I am familiar with the informatron contained on this applicafion and to the best of my know�edge such information is true and accurate. ! f�rrther certify that I possess the authority #o undertake fhe �roposed activity. I understand that if my appfication is denied, I have sixEy (60) days from the dafe of such denial to appeal the adverse action to tha City Plan Commission. Ky I e K i rk 1 a n d O'g�I ��"f 5'gned hy I(yle K�r �and d�: cn=Kyle KhYland, o=Aademy �eva;opmen�, ou, ema�l=Kh�rFlanda�academybow!on.cam, c=US Dd:e: 2020.03.06 30:4523 -06'00' Signature of Applicant ar Authorized Agent OFFIC� US� O�f�Y FLOODPLAIIV AREA DEFINED BY: FEMA INS. ZOIVE 'qE FEM FLOOD PLAIN STUDY C�✓ FEMA ❑ COE ❑ FLOO� S7UDIES ❑ HIGH WATER MARKS ❑ OTHER MAP NO. 4$439CO23201. FLpOD ELEV. 6�2'593 f# �RpUND ELEV. varies TE NO. F1.00D ELEV. COND1710iVS FOF2 APPROVAL' QR REASQNS �OR DEiVIAL"" * SurFace wikhin floodplain shall be restored to existing grade "` All excess spoil piles shall be remo�ed from �EMA regufatory floodplain iHIS PERMIT SHALL EXPfRE TWp YEARS FRQM TME DAT� OU7 OfV PAGE 9 ABOVF URBAN FORESTY PERMIT NOTE: Tree protection fencing and inspection fees are to be paid prio r to permit issuance. 1 Marlia, Jordan From:Cuellar, Cheri V <Cheri.Cuellar@fortworthtexas.gov> Sent:Wednesday, March 25, 2020 4:18 PM To:Marlia, Jordan Cc:Gomez, Nicolas Subject:RE: Urban Forestry Permit (UFC20-0075) Jordan, Revision and inspection fees have been invoiced. You will need to schedule an inspection once the fencing has been installed. Thank you, Cheri Cuellar Senior Plans Examiner - Urban Forestry City of Fort Worth Development Services Department 200 Texas Street 76102 (817) 392-7931 fax (817) 392-7526 http://fortworthtexas.gov/developmentservices/urbanforestry/ Helpful Permit Links: Check permit status here http://oneaddress.fortworthtexas.gov/ How am I doing? Please contact my manager at: Arturo.Wheaton-Rodriguez@fortworthtexas.gov. “City of Fort Worth—Working together to build a strong community.” From: Marlia, Jordan [mailto:jmarlia@Huitt-Zollars.com] Sent: Wednesday, March 25, 2020 1:18 PM To: Cuellar, Cheri V <Cheri.Cuellar@fortworthtexas.gov> Cc: Gomez, Nicolas <ngomez@Huitt-Zollars.com> Subject: RE: Urban Forestry Permit (UFC20-0075) CAUTION: This email originated from outside of the City of Fort Worth email system. Do not click any links or open attachments unless you recognize the sender and know the content is safe. Cheri, GRADING PERMIT/SWPPP NOTE: Necessary SWPPP related items to be provided by the Contractor prior to permit issuance. 1 Marlia, Jordan From:Construction Stormwater <ConstructionStormwater@fortworthtexas.gov> Sent:Thursday, March 19, 2020 2:12 PM To:Marlia, Jordan Subject:CG20-00063 Sanitary Sewer Interceptor Attachments:Examples of Documents Needed for Grading Permits.pdf Follow Up Flag:Follow up Flag Status:Flagged Hello, Environmental Quality Division will be performing the Environmental review for Grading Permit CG20-00063 Sanitary Sewer Interceptor project. Please provide the following information electronically so we can begin the review: · Missing info and signature on pg. 3-5, · Notice of Intent (NOI) from TCEQ Steers website · Primary and Secondary (if applicable) Construction Site Notice Additional details about the required items are located in the attached checklist. Construction Stormwater Team Environmental Quality Division Code Compliance Department Email: ConstructionStormwater@FortWorthTexas.gov Office Phone: 817-392-6088 Report Environmental Complaints/Concerns: 817-392-1234 City of Fort Worth — Working together to build a strong community. - CAUTION: This email originated from outside Huitt-Zollars. Treat all links and attachments with appropriate caution. Verify with sender if unexpected. - GAS PIPELINES ATMOS 1 Marlia, Jordan From:Mathis, Jay M <Jay.Mathis@atmosenergy.com> Sent:Tuesday, October 6, 2020 3:03 PM To:Marlia, Jordan Subject:RE: Atmos pipline crossing consent Jordan as long as the contractor has up to date locates and we have scheduled time with us on the excavation we can discuss Atmos guidelines with clearance and direction of crossing From: Marlia, Jordan <jmarlia@Huitt-Zollars.com> Sent: Tuesday, October 6, 2020 2:48 PM To: Mathis, Jay M <Jay.Mathis@atmosenergy.com> Subject: [EXT] Atmos pipline crossing consent CAUTION: Don't be quick to click. This e-mail originated from outside of Atmos Energy. Do not click links or open attachments unless you recognize the sender and know the content is safe. Jay, I appreciate your help this afternoon. Below is a screenshot of the line we will be crossing at a date TBD once the City acquires all the necessary easements. The City of Fort Worth is looking for permissions to cross this existing pipeline as part of their sanitary sewer rehabilitation project. They have asked that I reach out to get Atmos consent for this. I am not sure how formal this has to be, but let’s start with an email and see where it goes. If you need anything else from me please let me know. Thank you. 2 Jordan V. Marlia, P.E. P: 817-335-3000 ext 10283 1 Marlia, Jordan From:Wong, Soon <Soon.Wong@fortworthtexas.gov> Sent:Friday, January 29, 2021 4:25 PM To:Marlia, Jordan Subject:FW: CIP # 102152 --- Atmos energy comments Attachments:CIP102152.pdf See email from John Crane. From: Crane, John E <John.Crane@atmosenergy.com> Sent: Thursday, March 19, 2020 2:16 PM To: Wong, Soon <Soon.Wong@fortworthtexas.gov> Cc: Winn, Toby E <Toby.Winn@atmosenergy.com>; Lindsay, Jacob R <Jacob.Lindsay@atmosenergy.com> Subject: CIP # 102152 --- Atmos energy comments CAUTION: This email originated from outside of the City of Fort Worth email system. Do not click any links or open attachments unless you recognize the sender and know the content is safe. Soon, attached you will find several sheets from your plan set for CIP # 102152. I have indicated where Atmos has existing gas facilities within the scope of your upcoming project. I have also indicated the areas where Atmos is clear of your proposed work. Included in the attachment above is a copy of your plan sheet # CO3.15 which actually shows the location of our 16” gas main and company easement that you will be crossing. As I stated in our phone conversation earlier this morning, I am not concerned with any direct conflicts between our existing gas facilities and your proposed sanitary sewer installation. You will be deeper than we normally install our gas lines. Toby, will you (or a designee) reach out to Soon and initiate a conversation about an encroachment agreement for the easement crossing of what was once called Old Line J-16” north of the Everman City Gate. Soon’s contact information is as follows: Soon Wong soon.wong@fortworthtexas.gov 817-392-8369 - CAUTION: This email originated from outside Huitt-Zollars. Treat all links and attachments with appropriate caution. Verify with sender if unexpected. - ATMOS ENERGY COMMENTS APRIL 19,2020 JOHN CRANE - PS 817-207-2831CITY OF FORT WORTH CONTACT: C.I.P # 102152 SOON WONG soon.wong@fortworthtexas.gov 817-392-8369 3 IN. STEEL GAS2 IN. PE GAS2 IN. STEEL GAS16 IN. STEEL GAS IN ATMOS EASEMENT ENCROACHMENT AGREEMENT NECESSARY4 IN. STEEL GAS4 IN. PE GAS4 IN. STEEL GASATMOS CLEAR IN THIS AREAATMOS CLEAR IN THIS AREA ATMOS GAS EASEMENTATMOS 16 IN. STEEL GAS BARNETT GATHERING, LLC 1 Marlia, Jordan From:Marlia, Jordan Sent:Thursday, October 8, 2020 8:38 AM To:'Vaughan, Charles' Cc:Cook, Cameron; Williamson, Kenny Subject:RE: Gas Crossings on Sanitary Sewer Interceptor Improvements M-329 and M-295 (CPN:102152) Attachments:17468-91-0001AB sht 4.pdf; Sheet 3.08.pdf; Sheet 3.04.pdf; Sheet 3.13.pdf; Doc2.docx Thanks Charles, Per our SUE summary from last year, we potholed the 16-inch and the 10-inch lines but did not pothole the 8-inch line crossing Enon. I would assume not having adequate traffic control was the reason for missing this one. The 10-inch line location and depth was determined, as shown on sheet 3.08 provided. The 16-inch on the other hand was not found after hitting rock 11-feet down. Last December you provided record drawings for this line (also provided) to confirm the existing depth being deeper than the sewer crossing, shown on sheet 3.04. The 8-inch crossing on Enon, shown on sheet 3.13, that line was not originally potholed. It would appear given the alignment and depth of the replacement sewer line we should not be in conflict, though the separation is not known. Would Barnett happen to have record drawings at this location to confirm the line is not in conflict? I apologize for not realizing this 8-inch line was never potholed sooner. Thankfully this crossing is within public right-of-way so it shouldn’t hold up any easement acquisition that is currently on-going. Let me know if you have any other questions, and if the information will suffice for gaining permission that I can then pass along to the City. Appreciate your help. Jordan V. Marlia, P.E. P: 817-335-3000 ext 10283 From: Vaughan, Charles <Charles_Vaughan@xtoenergy.com> Sent: Wednesday, October 7, 2020 11:06 AM To: Marlia, Jordan <jmarlia@Huitt-Zollars.com> Cc: Cook, Cameron <Cameron_Cook@xtoenergy.com>; Williamson, Kenny <Kenny_Williamson@xtoenergy.com> Subject: RE: Gas Crossings on Sanitary Sewer Interceptor Improvements M-329 and M-295 (CPN:102152) Jordan Barnett Gathering does not have a permission letter, However if you can get the lines potholed and a plan drawing of separation of pipeline and sewer line then I would be able to give you a email back say whether we are good with crossings or not. This has worked in the past with the city. Thanks Charles Vaughan Supervisor Damage Prevention XTO Energy / Barnett Gathering Address: 4800 Blue Mound Rd. Forth Worth, Tx 76106 Cell: (817) 584-5371 590595589589591592593594596597598 590590590590595600591592593594596597598599601590589 591 592 59259 2 5 9 3 594594590 585580 575575 590590585595 600585579579585585579577 591591593 59 6 5 9 7 597597 598 58057957 9 5795795815825 8 3 585 5905 9 5593 585590 5 8 3584586587588 589BROWN SANDYTOP SOIL 0'~2.5'YELLOW CLAY2.5'~11.7'HARD LIMESTONE11.7'~20'BORE LOG PERX-15732 RECORDDRAWING℄3.04M-295 R PLAN & PROFILESTA. 23+00 TO 32+50R30-9139.02 PLANS FOR THE REHABILITATION OF SANITARY SEWER INTERCEPTORS M-295 & M-329 HUITT-ZOLLARS, INC.SANITARY SEWER INTERCEPTORFORT WORTHIMPROVEMENTS M-295 & M-329X-26391Huitt-Zollars, Inc.Firm Registration No. F-761LICENSED S T A T E OF TEXASPROFESSIONAL ENG INEER JORDAN V. MARLIA133179 NORTH �� Z� HORIZONTAL SCALE = 100' �= D PIPE STATIONING & OWNERSHIP � � D D , D� � ALIGNMENT m��� � VERTICAL SCALE = 40 0 o D DETAIL TRAVERSE ANGLES & R/W NO. �� � a � 0 0 � a'DCDn � . tn r � � ^ � O�m Z ��r lJ � m Z O I' I cn cn cn cn cn rn rn rn rn N A N N O o� Z Z , cn rn.i oo co o n� c., N MATCHLINE 114+00 z� � O� x � + o 0 0 0 0 0 0 0 0 � N r SHEET 5 = � C _ � � o �O DZ O D n m � � ON O � NZUJ � o �� �� • o �� m � � Z D y � �� z �,: � r � �: \ Z � 1 m Z Z Zz o m � �� D Zm O � � 1 f � o m p r D 0 �v N 'O � � � 1 c� � �ZG� - D � � 1 � mm � + � r — � �C N O o \ � p � C� ITf N � � � 0 � z Z \ � m � � \ p n L �z Z A p � �� r + �r \ � � ��� I I I I � �� n� �0 " � � _ � : f � \ - a I I � I ��g<•�T���� � �,��� �������� �� �c»cn� \ c� � a �W � DD�mDmOOG�D D�O�� , yp� N � zm n r�i mr�i� = r�i ri�mZ � �I-I-I o \ `` rr��o� z Or C m�= Z� ��� � r? I ^1 I o �'�`��0 � cwP n N N m m Z r� r�� m � l� J � \ �1�X �N � � 114+00 MATCH LINE 114+00 m iz c� z � w� s G� � m m � m � � Z r � Z -(CiN � Z � v w� P � m � � , M � � `��G ��, �, � o � � \ ���'�� N � � o �� � � y.c o � ��s � ������c� m \ �� �'o N p � U�\ �W + � � 'O CT 00 CJI ('Nj CNO n n (�J� 00 p 1 t t t � p+p � � v t N N,\ p O O O � � v D � y � I I I � � � � � I O T 107+43 � \ O � C,a N -1 + + + � + � � + + � I 1 I f \ � �f� cNii c�ii O N � N N V w D + 107+10 � � � /V � o � � o �� � °° � " N Z ���������o z =o � ���������� C C C C C C C C C Z O � ,06+,9 � \ z 0 O � + \ � 0 � � � � � � � , (/� W � V � (T � � V / � y (J1 (J1 � a cp v N I c�o rn I N D 105+43 � \ w v � O�o O N m o 105+33 � � � � � � � \ � � + O 'o, o \ N � r / n O j, \ Zc,� 'O lJ / 0 �,, �o • ry rn � C a s+ I pO oO N N 5 � a a � y 6� � � 0 � �s \ � O N � � � + <� � � x X o y� . mo o D �n� . " o v T � 9 p s. s -p 107+43 PI 37'01'00" LT. w� � �v � D a� °'�,s 107+27 PROPERTY LINE �a�+2� � � �� � � N �. Z 107+10 PI 37'00'17" RT. o � � � cn , a �r � � � c� o � W �-o z �' w a F cri� D y� O + ' m c �s � o � � o D� 0 � � � o Z � �ti � � �Y Z � � � cr o � m j�, �; r'rn_ � y�� N N � r;� , � � � � 106+19 PI 88'42'37" LT. � Z � z� � � 's, �o n � �r�_ 105+43 PI 89'07'49" RT. � � + �I� y �as 105+36 U/G TELEPHONE (SOUTHWESTERN)(4' CLR.) �a5+34 � � p51''N�Na�����N�N� "� �� ��'? 105+33 FENCERTY LINE � Ny� ��, \ � � 105+13 ENTER WOODS lN��,s� S��pM ��o a � D �o �s � � �I �, � O � 1i �y . 'O rn � (_%) + ? � o \ � � '� � � 100+74 � \ a s � � � � � 's, � \a��o al�o ao a��o � � � � � � o � \ o �o 0 0 0 0 + p � n � 0 0 0 0 0 � �� � a r o. U� � W N 00 rn � y � � = z� y � � N � � � �p n Z tn O C� m� N � � � N� � � v' : N � D Z C � �f G7 Z GD = � + O = (�% �T1 � � C� �tP O Z� O n � � W � �< L C� 'O m n c oo � Z �� m N � N c.,� c,� n T \ cS 7AC � � j p N /l.J � �� p tP 3 N �n � �1 I ' I � � � ^ o' � C � � T � � ��• � `I � _� � � � o y i9i? O O Z � y rm�* Z � � �.a � 100+74 PI 07'37'07" LT. C O � � � 97+65 � �tP �2� � � �� r \ z C D Z Z � � (7 � n ^ � D t'' � ��1 N ' " � O ,ZCj awo V \ r � Z O � r ? O O � Ci -o � _ °�° � � o n � w w � � � v \ Z y� � I I � � �v c1i, � � N Z O � � � rn o = � m ao � Z ` o o. \ �p � = G� N \ � N Z Z � Zm � mN � vW � � � � � N� � N + �<o o � � o �''1 Z ou \ 97+65 PI 00'27'17" LT. � � � � o � � � o \ .-. � x `� � D i/i r (p �n �v c�p � W= w+ 'o_ v + (J� � � � m N Z N w � � p °' � N m ' � o o rn �, � z O v � N � C� U1 1 � J � � Lr � W °' s Q � � O l�1 � � � � (�.7� n p O Ui � (P � D � c,+ � rn m � � �� o�n O �� � 92+38 � y N o � � �O N s `� Z + o � 0 91+57 � � � � 0 r� � s, � � � + � � o � o � � 0 z / \ 88+35 / n ?� m V I � `S` �,i, � O o s � c� O 9tiJ' DOGi � � 9�'i- 92+38 PI 83'19'52" LT. � N 2� `S'F � 92+03 HDD EXIT � W� O �5�� � "�jj M 91+57 TEST LEAD m v� v O �� m�z � �o 00 � c� � N m m � + � D �' ��� N t� � � o � o � � J 2 c., o � N 00 cov N 88+76 EASEMENT LINE � a � o j � N p � 0 M�`�'�O�• ��'� LdM o� n�; 8 8+ 5 6 E A S E M E NI TAL I N E EWER (X-18923) (19' COV.) 85+60 rn p 0 �, M�N� w x � 8 8+ 3 5 P R O P E R T Y L I N E, F E N C E ( B W 4) y � � �' " �' �'o�-o s � - 88+20 CL GRAVEL ROAD 14' WIDE Z� �: 0 88+35 � o Z �, � o o,� � -� 0 8 8+ 1 2 F E N C E ( B W 4) �� ' A Z� � � � • �'o,� °F � '`� � s � • 87+65 TOP OF BANK z O ��� c� p o o � o,�, n� m y9 2 M ro_ 8 7+ 5 2 T O E O F B A N K � �� + `�°, ' �'" � Fc� ��� � ; 87+20 CL CREEK � � o u! , m.y 92 � y ;= 87+05 TOE OF BANK � o a �.� � o 0 86+92 TOP OF BANK I-rI � Z � � � � 4; 85+89 PI 87'37'18" RT. c� � �'. 85+70 FUTURE RIGHT OF WAY 85+00 "'rn. �j � �� 85+60 FENCE (BW 4), RIGHT OF WAY N � o� o� 85+53 TOE OF SLOPE � D m n a� D � � 85+43 EDGE OF ROAD 0�� m�'•' � rn � N ,I.Z .p 85+37 PROPERTY LINE � r / o W y w + Z t^ � 85+31 CL ANGLINE DRIVE OD m ? � Z D o A D: � p ���� 8 5+ 1 1 E D G E O F R O A D m�� � � D o � d N v� �� 85+04 0/H POWER (WARNING!!! ) �� o � N � oz y ��N�� N` d ��M� yt^ yG�-� P O W E R P O L E 1 1. 2' L T. �� � '�� <�� 0 88+77 GUY ANCHOR r y � �"�' � Z W z r O N� � �z �F ��� ,� 85+00 PROPERTY LINE, RIGHT OF WAY c� � Z m�= w� C � /�\i� � y � 2 0 ov�� p� 84+90 FUTURE RIGHT OF WAY y W O o zN- � c m � /o-� �> ���a� oN � X � � 0 85+93 � � � �� 9 '�j a� � ?� s���� � o c°°n � s � � � � � s5+�2 � � rn s s5+ss � �� �� a p) D o rn / �� �\N� ��� 84+00 MATCH LINE 84+00 p QT m � (/.'�] � 85+60 � m / � �2��u� � � N Vl r\ V I : � r �I c�io � r y� v� �a �Z �� �� DZ DN ,�N� � � z � ITI � � � � � � m ? r Z � � r�P � � � o Om � cn r��� �ltk �i QQ o� oo � Z + 85+00 � f*1 m 0 9� I �� � o Z�'I r { O ~m \ o N OD��'I � ��2 � � � _ _� z rn ���� �. � � m N yc�i �1� � vrN� W � � lil� ' � I DmOi � '= O � �� � z � mD�+� � � � O � �� � ^ + ; NN�= o � m �(� U, o� � J�� o rn N W MATCHLINE 84+00 �� U' r �o " o 0 0 0 0 0 0 0 o SHEET 3 Z�'' o � m � � � � � � � � o m D • v N ℄SANDY SOIL0'~3'YELLOW CLAY 4'~10'WATER @ 9'BLUE LIMESTONE13'~18'IRON ORE GRAVEL 10'~11'SOFT LIMESTONE11'~13'BORE LOG PERX-15732 RECORDDRAWING610606607608609611600600599599610609600600609600601 6166146 1 3 61260 8600 60559960060561060460660760860961161260060160560460 5 6156156036056053.08M-295 R PLAN & PROFILESTA. 61+00 TO 70+50R30-9139.02 PLANS FOR THE REHABILITATION OF SANITARY SEWER INTERCEPTORS M-295 & M-329 HUITT-ZOLLARS, INC.SANITARY SEWER INTERCEPTORFORT WORTHIMPROVEMENTS M-295 & M-329X-26391Huitt-Zollars, Inc.Firm Registration No. F-761LICENSED S T A T E OF TEXASPROFESSIONAL ENG INEER JORDAN V. MARLIA133179 NORTH ℄6256 3 0 622622 623 624626627 6286296 3 1 6316256226236236236246246246266276286296256266276326286 2 5 6256266256 3 0 622622 623 624626627 6286296 3 1 6316256226236236236246246246266276286296256266276326286 2 5 62562620489623.2618" cotton wood206194" locus628.81206214" locus628.23620620625625619619 621621621621622 622622622 623 623 623 624 624 624 62662662062062562561961962162162262262362362462462662662562462662662662762562562062 162 2 623 6 2 5 6 2 4 6 2 6627 620621622623624 6206216226236246266276286 2 5 623 624 6 2 662562 0620615 628620622624 625620620625625619619 621621621621622 622622622 623 623 623 624 624 624 62662662062062562561961962162162262262362362462462662662562462662662662762562562062 162 2 623 6 2 5 6 2 4 6 2 6627 620621622623624 6206216226236246266276286 2 5 623 624 6 2 662562 0620615 628620622624 625XXXXXXXXX203206" pear622.093.13M-295 R & M-329 R PLAN &PROFILE STA. 107+50 TO117+00R30-9139.02 PLANS FOR THE REHABILITATION OF SANITARY SEWER INTERCEPTORS M-295 & M-329 HUITT-ZOLLARS, INC.SANITARY SEWER INTERCEPTORFORT WORTHIMPROVEMENTS M-295 & M-329X-26391Huitt-Zollars, Inc.Firm Registration No. F-761LICENSED ST A T E OF TEXASPROFESSIONAL ENG INEER JORDAN V. MARLIA133179 NORTH 1 Marlia, Jordan From:Cook, Cameron <Cameron_Cook@xtoenergy.com> Sent:Thursday, December 17, 2020 4:33 PM To:Marlia, Jordan; Warren, Mark Cc:Brown, Niels; Wong, Soon; TBeck@Cobbfendley.com Subject:RE: CFW Project No. 102152 Hanna Ranch CIP Sanitary Sewer Interceptor Attachments:XTO Energy Inc. Spring TX Address 1-19.pdf; SSE.PDF; TCE.PDF; XTO crossings pages.pdf Good Afternoon Jordan, We take no exception to the lease road crossings on Parcels 8, 23 & 24 so long as the requirements below are applied along with the steel plates called out on the attached plans. In regards to the Barnett Gathering pipeline please provide the separation between the pipeline and manhole so our damage prevention group can review. “Grantee acknowledges that there must remain at all times for Grantor free and unobstructed access to Grantor's operations site. Accordingly, during any work on or any repairs or maintenance on the Easement Property by Grantee, in no event shall Grantee construct or erect, or allow the construction or erection of, any walls, fences or barriers of any sort or kind or otherwise block or otherwise close off any portion of any road accessing such operations site. To the extent that any such work, repairs or maintenance on the Easement Property reasonably requires any disturbance of a road accessing such operations site, then Grantee shall notify Grantor thereof in writing at least thirty (30) days in advance, and submit to Grantor copies of the plans and specifications for such work for Grantor's review and approval, which approval will not be unreasonably withheld. Grantee shall perform any such work in a manner which will not unreasonably interfere with any business operations conducted on such operations site, and shall immediately restore any such road to the condition which existed immediately prior to such work, including restoring such road to a level, smooth and evenly-covered condition using the type of surfacing material and quality of construction as existed prior to the work, all at the sole cost and expense of Grantee. Prior to the commencement of any such work which necessarily disturbs or otherwise temporarily prohibits or impairs access to any such operations site, Grantee shall notify Grantor thereof in writing at least thirty (30) days in advance and during such work Grantee shall provide Grantor with temporary alternate access to such operations site in a location reasonably acceptable to Grantor.” Also please find executed copies of the TCE, SSE and W-9 for Parcel 23. Please let me know if you need anything else. Thanks, Cameron Cook, RPL Sr. Surface Landman (817) 885-3641 Cameron_Cook@xtoenergy.com From: Marlia, Jordan [mailto:jmarlia@Huitt-Zollars.com] Sent: Monday, December 14, 2020 8:24 AM ℄BROWN TOPSOIL0'~2'BROWN CLAY2'~4'IRON ORE SAND(DRY) 4'~6.5'IRON ORE SAND(WET) 6.5'~12'HARDLIMESTONE12'~17'BROWN SOIL0'~4.2'WATER & GRAVEL7.5'~9'HARDLIMESTONE9'~18'BORE LOG PERX-15732 RECORDDRAWINGYELLOW CLAY4.2'~7.5'BORE LOG PERX-15732 RECORDDRAWING600600600600600 60 1 602 600600597598599601601595 59 5 595 600594 596 597 598 599 60160 1 60 2 6036046006006006026035953.07M-295 R PLAN & PROFILESTA. 51+50 TO 61+00R30-9139.02 PLANS FOR THE REHABILITATION OF SANITARY SEWER INTERCEPTORS M-295 & M-329 HUITT-ZOLLARS, INC.SANITARY SEWER INTERCEPTORFORT WORTHIMPROVEMENTS M-295 & M-329X-26391Huitt-Zollars, Inc.Firm Registration No. F-761LICENSED ST A T E OF TEXASPROFESSIONAL ENG INEER JORDAN V. MARLIA133179 NORTHPreliminary12/03/2020 2:58:46 PM ℄SANDY SOIL0'~3'YELLOW CLAY 4'~10'WATER @ 9'BLUE LIMESTONE13'~18'IRON ORE GRAVEL 10'~11'SOFT LIMESTONE11'~13'BORE LOG PERX-15732 RECORDDRAWING610606607608609611600600599599610609600600609600601 6166146 1 3 61260 8600 60559960060561060460660760860961161260060160560460 5 6156156036056053.08M-295 R PLAN & PROFILESTA. 61+00 TO 70+50R30-9139.02 PLANS FOR THE REHABILITATION OF SANITARY SEWER INTERCEPTORS M-295 & M-329 HUITT-ZOLLARS, INC.SANITARY SEWER INTERCEPTORFORT WORTHIMPROVEMENTS M-295 & M-329X-26391Huitt-Zollars, Inc.Firm Registration No. F-761LICENSED ST A T E OF TEXASPROFESSIONAL ENG INEER JORDAN V. MARLIA133179 NORTHPreliminary12/03/2020 2:58:56 PM ℄6256 3 0 622622 623 624626627 6286296 3 1 6316256226236236236246246246266276286296256266276326286 2 5 6256266256 3 0 622622 623 624626627 6286296 3 1 6316256226236236236246246246266276286296256266276326286 2 5 62562620489623.2618" cotton wood206194" locus628.81206214" locus628.23620620625625619619 621621621621622 622622622 623 623 623 624 624 624 62662662062062562561961962162162262262362362462462662662562462662662662762562562062 162 2 623 6 2 5 6 2 4 6 2 6627 620621622623624 6206216226236246266276286 2 5 623 624 6 2 662562 0620615 628620622624 625620620625625619619 621621621621622 622622622 623 623 623 624 624 624 62662662062062562561961962162162262262362362462462662662562462662662662762562562062 162 2 623 6 2 5 6 2 4 6 2 6627 620621622623624 6206216226236246266276286 2 5 623 624 6 2 662562 0620615 628620622624 625XXXXXXXXX203206" pear622.093.13M-295 R & M-329 R PLAN &PROFILE STA. 107+50 TO117+00R30-9139.02 PLANS FOR THE REHABILITATION OF SANITARY SEWER INTERCEPTORS M-295 & M-329 HUITT-ZOLLARS, INC.SANITARY SEWER INTERCEPTORFORT WORTHIMPROVEMENTS M-295 & M-329X-26391Huitt-Zollars, Inc.Firm Registration No. F-761LICENSED ST A T E OF TEXASPROFESSIONAL ENG INEER JORDAN V. MARLIA133179 NORTHPreliminary12/03/2020 2:59:04 PM 625630626627628629631631631632625630623623624624626627628629631 635631632633634632625626627628 634633 6346306 2 5 631632631630 630630633625630626627628629631631631632625630623623624624626627628629631 635631632633634632625626627628 634633 6346306 2 5 631632631630 630630633206194" locus628.81206214" locus628.23206966" locust630.03206988" locust630.593.14M-329 R PLAN & PROFILESTA. 117+00 TO 126+50R30-9139.02 PLANS FOR THE REHABILITATION OF SANITARY SEWER INTERCEPTORS M-295 & M-329 HUITT-ZOLLARS, INC.SANITARY SEWER INTERCEPTORFORT WORTHIMPROVEMENTS M-295 & M-329X-26391Huitt-Zollars, Inc.Firm Registration No. F-761LICENSED ST A T E OF TEXASPROFESSIONAL ENG INEER JORDAN V. MARLIA133179 NORTHPreliminary12/03/2020 2:59:12 PM ONCOR �� � � �� � � � * ���������� �� � ������ �:�� ��I �� �I � ���: �� 1.�� �� �r�i���: �1�EIV � El��tr�r� i��l I� F����r��� �� T�rr�r�� ��� r��� �I�r� i r� �f�i�i�l �u �I i� F���� r� ��..� � �� i � �I� , I� �1��1�� �I� �r-� t � - r��r�m ��1� ���� ���rrn�r� -1����� ��I�1� L�r�� ����r���� — �I���r�� ��� - ��r��r��r� ���I�� �ir�� ���rr�r��� ��_ � �"i r-r�� � �r�i ��v ��. �-����, �-����, �-�I ��� ����-������ �Y��� �� ���� � � � �I �`� � F T��I��l � E �� E � � �I � ��I � E� I � !� � � F 1�1��� l--[�r�n� ����i� �� I,�, ��r����r� ����r I �n �r���r����� �li��� F� ���� ��� �I E�l �� �� ��E �F����I�fi� T��� ��1��� �L��TF��� ��1�11�E1�� ���I���I� L� * � � . i �� � ��I����� f������ I���iE�t � ��r���r��� I��r�����t�rr�f��r��� t� �� ���r���� f����� ir� ��� i�! � � �� �t��� �f ��I� ��I� ������ ���L�F�� ���.�� �r�� ����� ��� ��� � I ' � � ' ` � � � ���I� �������r����n �� �� �r� I��r-�� ��� � �I�� . � � ��� �� �`�r� 1��r-ti� � fi���� I�[�r� i�i �� ��r ���ti�r� � � + � � � � � � � � r� �ft� � r��� �r� � �� � � � r� r� t� � � � � � � ��r���� � ��E� � � � �� r� �� �� ��� � �� ��� r����� � � � � ���� �i ���� ��r�� ��� I �r� � ��� �� �� � � � r��� ���� ���r���� � r��r�������i�� � .���� ��r� ����r�-� r� ' � � � � � r� #�� �� �� f�r �f�� � r ��� � � � � ������t�����r� ����r-r�����tir� �� I���� ��ir�� ��j� � . . �� �� �� � �� � ������������ ����� i��� �� ��� � � � t�ir� _�« ���� ��" ��� ��� ����� I��� ��r��r���t�� r � � � . . � � � � � ��� �� �� �r����� � ����I�� �r-� �� � ����� � r���r� ��r-��� �r�� �I�r� ��� �� �r� �����i��� �r�� �I���r-� . . � � � � �r� ��� ������� E�I���i� ������ E�i� il�i� �� ��� ��I��I�i� ����� ��h��i� �����: � � � � � �TT�� �--I � � � � F� I � I � � �f��r� i� � I�� r� r�t�� �� � �� r-���� i�� ��� � . � � �����-� �� �������� � r������1����� t������r� �����r��ti�� ����rr��r�� ����ri��d �r�� ����r� �n t�i� � � - �� �� ������� ���1��� � ��I�i �i� ����� ��I�il��� ����� ���i I�i� #�H�� ���r� � i � ��� tl� � ��� ��r� �t�� . �� �� �� �i���, �� r�� �� � � r�, r���r�t�r��r���, ��r� r� ��r �� ��a� �r�����'� �����i� . ���1� � � � . , . # . a r�������� f�r u �� ���I I r� �� � r� �� r�� �� �r � t I� � �� r� t� � � � � � �� � � � E� r� � r� � � � I� � r ! � � � ��� ����� �f ��� � � �� r���� �r�� � r� r���� �I���� �� ��I r��i���ir� ���I� �-� � �r�rir� ��r���� i ' � � � � � � �..� �� �r� ��� �� ��� ��r��l ����� �� ���� � ��1�����l��l�� I��I'"�'"���� ��� ��I���I���I�� ��%.��r� ��� ���`l�l� ����I�1��� �I� `� �� �� �� ������ � r� � � ������� ���f� �r�� ���t t� �� � �� �� ��r�� i�i�r� �� ��� � r� r�� r �� �� � � � ��� ��������� �� ���r������ ��r��t������r� t������ �� �r� ���ir,r�i� �l��r . ' * ' � � ��� �� d ��� ���I �� ��-� I ��r����� ����� . . . � C�r��������� �r� ����r��r�� �r� �����i��� ��� li�fi�� �u� r� ' � � . . �, �t , �� [ � r� ���� �� � � � �� � i � r� � ���� �� �� � I��r�t� �r�� � ����r���� r���� � �rt i��r���. ' _ � � ��� �� ��� I�r-��� �r ��I��� ���r� t � � �� ��� i ���� ir� ���r���ti�� �i�� �� ��rE� �� �� �r� rr� � � � � � �� �r� �r�r�t�� � �� �rt � �h� � � � � ���r�r���� i�� �� �� ��� � ���� �� r���r�t�ti�� � # . � � a � � � � � ��r��r������� �-r-���� ��rr� I ��tF� ��i� ��� �� � ���, ����� H��I�� �r�� ����� ���� ��� ���i�r��l �� � � a ��t����l ����� ���� �r�� �r-r ����r . � � �I��r�r��� �� ������r���i �l���i�l�������� �� I� ir� �� t� . . � � � � � ����r� �����r� � �r� �� ����� �I���� � ��n����i�r���� ������,�� ���t��r� �I� f��� ��tl�� ����� �I�� ��� �r�lt r I i � � ��� ����� �1� �� �� �i��ir� t��� �� ���t �� ��� ����r ��� ��� ��I� �� r �i ' . � � r��� ��t���� r� � � � � ��i� ���r����� ������ . ��-�r���� � ��� ���i ��� ���I� T�'�r��r�i��i�� ��I �� - � , �� ���� �t I���� �� ��� r�� ������n� �r�� I����t ����� P� � � �# �� � �� ������ � ��i�r t� ��� ��� �� �� ���r�-� � � � i � . � �� � �r���t �� ���r���r� r� � ���� � �r� �r� � � � � �r�����r�� � �r��t�r ����r��� t�� �i �� t� ������ �- � � _ � � � ����� �rr� ������r �� ��� ���� � � ��u������� � �� � �� r��� � � I� � I I r� ���� i�� �� �i I i� �i�� � � �� � . � � �������t�� �� r��tt� ����r�������F� �� �� � ... � �r�r���r � ����I������ �r�r���� ���II r��� I + , * . . � ��� �������I� ��t��r� �� f������� �I� ����� rl � � � � �� � �r�rr��� ���rfi ��lr� ����� �r��r��� ��r �r� r ��� �E� ����� ��� �� ����� �r���rr��� � �r� r� r � � � ���f�� �� r�N����t�� �� ����r��i�r� �� ��� f���r��`r�� I � � ������ �� �� r���� tf�� ����rn��t t�i�� ���r���� i� �t� ��� � � i r� + � ' �� ��� � � � � ���r� �� �� ��� �� � ���t t� i r����� ��r��� �r�� �� ' � . . � � ���� �r��t�� � ����I�� �r . � ���r�n ti�� �������� � ���r���� �� �� �� i� �i � � � ��t� �r�r��r���r. �f� i� ����r� � r�� i� �� rr��� �, �r� t� � �� � �t� � . � � � � ��� ���� �r��r����� ����I� �� �� � �� � ���� ��� � � � � � E � � � � � � �� � � � � � r� � � � ���� � � � � r� � � � ��� �t �� �� �� �� �� ���r���r � r� � � �r�r���r ���II ��� �� ��� �r��i��� ��r �r� ' � � � � ���t� �� �� r� �t�-� �ti�n � ����r�������i �r� � �r��� �r� � � � r�r�ir���r����� �r r�r����l �� �r�r����'� ����li� ; � �� �1� � ���� r�� � r� it�� d � I ��r � r� ��� � � � � � �� �� � �r�r����, i����i��r� � �����r���r� I� � � � � � ��, ����l��� � � � �� ������ � �r���r��i�F �r-�� ���� � ir��t�r� ����ll�I�i�� ���uit� � a � � � �r� �r���� ����� ��� �� � n ��� �� r� �� � , . . . � � a � � �� �� ir� � �������� ���tl� �-� �rt ���� � �r J � � �� � � � ����r l���r� ��r ��E�� r����� �� ���� � � � � � � ��� I��, ��r��r�� � �r� �r��� �� ����r�� � � �� � ���� �� �r��� ��� �� �r �� �������r��� � � � � . � � � a � � � r� � I � � � t � �t � r � r-r-� � � � � � r� � � � r�� r� t� � � t� �� � ��i��r� � � �r��� �����i���� � r� I� �� . . � � � � � � �� �����r��ul��r���� ���� � t�i�� ��� ����rr�r��t . . . � � �r������� f�r� �r� ���� �r� �� � ���1� ��t � r � r� . � . , � � � �� � � � � I�����t� r���l��� ��-�� t�� ��r� * � � r�� I� �r���������t�r ��� �� � � «���, � �r���a ���r� I� ��� ���� ��-��� ��r��r��t � . � _ � � � � �# ��� �r�tl�� ���r�� �f ��int ��� ��r��u�-�-��� �� �� ���� �� � �I� � * � � � � � �r��t�� ��� �r��r���� r�� ��������t �r�� . � � � �r���� r��� � if �r� �[��Cl �� � �r�i�r��d ���, � � � � �� � � �� ������i � r� � ������� �� �itl� �}�� N��� �� tl� � � ����� �� �����, �i�J���� 1������ r �� i�i r� � � . a a � � � ����rr�r��r���l ��r�n� n �t �� ����� ��f�r���� � ����I��I� �� ti�� ��t��� �r���rT���� ���� T� � � ; � � ���r�����r�� �� t� �� �r� �� I� �r� ����� ��r � � � � �I�� ��r���i� �f �I�� ��i�� �i����� �r�r� r��� ����r� � � ��� t� ������ � r r��� �r� r� I��� ����r���� I , � � � � �� �t���--����� �� �� ��h�r �t���r� �� �r��� . � � � a ���r-���� �� � E �, �� 1�� ���r ���� �r� d �� ���� �� r� � �4 F , . � � �t� ��I � I �� ��� r��� � r��E�� �� . . � �� � � ��� ��� ��r����� �� ��i���r� ����r-� �rd i��r�� i � � ��� ����r����r�t�l �� I�� �r�� r�� � I����n� ����t�� � �r �r�r� � � ���� � �r� ���rr-r�-rr�r���� �u����it �r�� ��i��l � ' � � � � � �rr� �� �����t� �r�� �� I�� f I � r� � �� �r���� ��� �� �i������� �r� ���� � �� I� � � � � � � � ��r����r�����1 �����r�t��� ���- ��� ��r����»� . � �r���r��i�� ��� �����r��r�� �� ��i������ �r� �r u �� r ' i } � � ��� n ����� ��t� ���� ��r� � ��� � ������� �� �r-�r-r���'� u�� �I��r���; ���� �������� �� �'��� t� ��I �i�r�� �f r���r� � �l ' � � � � � ��r���r�-��� ��f� �� I�r�-� �� ���r���� � �l��lr�����j�ri ������ f����� �� ��� ����ir� � r � � � � � ����r� ��� ��� t� � ���� �I��I r �� r�n�� ����I ' � ����� �r-�� ���r� � r� ��� � �r� ��������r-� �� �� �� � � . � � �� ��1�E ��l � �� � � L� �� � � ���� �I�� �`i � � ��� ����� ��� ��� �� ��� u r�t� ��� � ����t��� �fi� ���������� �r�� ���i r�� ��� ��� �� � + . . � � � � ��� ��������� �r�� � �� t�� ���������� . . � �����r-� ������ �r���l ��� ��r�� �I��II �� ���r���� � r � � � � �� � tl� � � r� ���� �� r� t� � u �- ��� � � � ����ir-� ������, ���� �r-�� th�r�� �r� ��i� ��r��� �r��� h I * � � � � � �� r��..�ll �r�� ���� ��� ��� ��� �� �����,�r�� ��� I�i��rt �� ��� �� � � �f 1 � � �� � � � � �� � � � ��i� ���� �r�� ��r�i��� ��i��l �� I � �� ���I � ���� r��, ��� r�� ��� �r� �r� i����� � � ���� r��r� ��r� �� �� � �� � �r�r��� �i ��r�� i�i��. � ���� � � r�� � ��l � F�F����F� �����1� ��� r� � . r� �� ���� rt t� ������r h���ir-� i�� ���������-� �r-� � � � ��r� �� ���� ��� 1 � � � �� r� �� r�� � � � � � �� 1 �� r � f � � � i r� � i���l� ��� �������� �� � � � � ��� �I�r ��� ����� ����ri��� � , , � ���i � �� �� ����E� �' � ����r��r�� �r�� �i �i�� �r�t� ��� � r-����� �t� �� �������� �r� � a � ���� r�� � �ir��� ��� �r��r� , . � a � � � �h��������' ����II . � �N��r� �r� �� �� �I�ir� ��� � � ��I� � r�i �� . �����J��� �� � �r�� ��- �r�� ���t ���r��� � t� � �� � ��i� �� � � � F�I�T��: ����� �# �� � �. ���r��� L� �����r� ��k� �r� � , i r� — �' � �t � �I������: ��T� �F ���T ��I�TI� � �� �, �1 �r� �; � �� � * ��► , � � � �1�� � �� � �� �� _ , , � �� ��� � � ��� � ������'I'�I�: � ��� ��� f ��� � �r ����r �r��t�r ��t r��t � � ����+ ���F��� �E����F�� ��I���►N1� ��� � ����rr��rr# �n� F�i��� �� �l�� �� ������� �� ������ � ���r � � � � ��� ��� ��� �� ������� � � � � � ���� � � ��� � ������ � r � �� � � t� � ��� � � �� ��� � ��� � � �� ��� . * �� �h � � � �� ��r� ��r�� E�r� ��� �� �� t * . � � � �� ��� �� � � �� ����� r���� �� �����r���� t� � � ��r�� ��r� ir��tru���t �r�� ������� � � �� �� �� � � �� �� � ���� � ����� ��� �� � � � � � � f�r t�� �������� ��� ��r����������r� t��r��r� �� r������ �r� �I�� � � � � � ������ t��r�� r� ���t�� � � � � I� ���I������� t� �� � r� � � � �� �� . � I � � � � � � � � � � ��� � � � � � ��� y �� ��F� �� ��I� �� f �� � �■ � � ���� i ��4���f'rr �k# ��i �� �� ti��'� • � F * �"� �� ���•F +■'�� �_ . .� _# � � �� *�� � * � � ! � + ��� .�� ��* � � ��� .*� � f �*��+ �� y� �3 � ���i� �r ����1 `� � � ��� l � �# ������� � �� 1�� � �� �t�� �� � �, ���� � ���� � � � ���� ���J �l �� � F T�F� F��1T �r� tE�i� �� �r��r��l� � ��r�� � � � �� ������ ������� �' ���� �� � � ��� ���li�`i� �����rt�i� ��� �f����� _. � ����1�� II��� �I�� ������i ��� ��tl��ri� r� ' . � �� � th�� �� ��r��r��l� � ��r��� ��r-���� �. �����r� ��t�� ����r�� -I��F����� � � . � � �� � � � ��r� E����r� � �� I ��� ��rrr � r� �.L � I� � � � � r� � � r� �� r� � t� �� tl�� ����� ����� r��r�� i� �� ri . . � ��� ��� �� ��� ��r� ��r� �n�t���r�� �� � � � ��I�� ��� �� �� t� � r�� ���� I�� �������� ��i� ��r-r-r� ��� �f�� �r � � � . � ����� �r�d ��r�����r����r� tl��r��r� �� r����� �� . � � ��� ������t t����rr� ������ �r�� �� �� ���i� ri� � � ��������. 11��� ��1��� �!� F���� ��� �E�L �� F � � � I �� �� � � �� �� � �� � �. �, ��� � . ������������� ���A �, ���� �����'i■■;l�i��� � �; i* � � ������ �� �� i�� ���t� �f �� ��� � � . � � � ��`*�*. � �,**� �� ��� r��r � �� ��r�� ��� � � �� ��� � � ���� ������������ �`�I����� !'I� 1 ��������_ _ _. E������t �r�� F����� �f ��� �� � � �� � �� �� � � �� � � � ��F� � �[� ����� ��� � � ��� �� ���� � ������ � i ���� ��� ������ ��T ��►�l �T�l�� �E'�I��F� �aA��� �I�� � �� � � � ����� � � �� ������ �� ���� �� �� � �� � � ����� � �y��� ��� � � ����� � � ��� � ������� � �� ����� �� �� ��� ������ ������ ������ ���� ������� ������� ��■ � ��� � ������ � ��� ���� ���� ��I �I� � ���� �� I� r�� �i#�a���� ir� �I��� �� ��r �i�� ���I� ���� �����I ���� � � �� �����-� �� � � �� f�l � . �I ��� � T��r�� �t �� � ��, �'���� � �� � ���r�� � ��� �� �� � ���1�� � �. ���—���� ����# �� �� �� � �I����x��� �r� ������ r� ��� �� �f ���� �l��t��� ���i�� ��� �� �� ������1�� ����� ����r�r�� �� � �� ��� ���� ���, �� ��� ���� F������� �� 1��r��r�� ��u� , ����� �.�.T.�.�, ��� ��i� � �r���r� �� � � � �a � � ��I�� �.����� �r� ����� �� ��r�� �����i ��� �r� ar��tr�rr���� �� ����� � I����i� ��r�ri�� ��r� �r� �� � � r���r��� �r� ����r�� ����� ��. ���, �. I�.�� ���r �r�� ���r�� t-����� �rt���f��l ��� �rr��� � ����� � � � � r�� ������ �� ���1���: ��l�l� � �I�� �l � �t � ����i��h ir�� ��� f��r�� �� ��� r��r������ �� r��� �� ��i� �.���-��r��� �r���� , �� ��I �� ����i� �� ������� �� � �r� ���� �� ����r��� ���� ���r� ��� ���� l�rt� �� ���� �.���—���� a � ����, � �������� �� ��1 �.�� ���� t� ��r� ����� �� ����� �� � �; ��rl �� �� ���t�[� �� ��� ��� �� r�a� ���� �� ����r��� ����, ����i r���� �E�� #�� ���t I� �� �� ��i� � � �.���—���� ���ta � ����r��� �� ��.�� ���� �� � ����# ��� ��r��r� �r�'��r �i���l� � �������� � � r� � rr� � r�t ��� r� �� � `��. � . � � � + �'! �'� � r� � � � �� � r�� r� ����� � �r� � � �� � � r� �� �� � � � � ��������� i� i��������� t� ��,��r� �I����� , �� �������� �r����- ������r-rt �,I�. � �� � ������� �� �E�� ��i�� � I � � �f � � ����r�� �f ��r`� r�� ��� r�� , T���� � � �� �.T�. �� �'. � � �� ���r� �����r �� ��� ���� �� r�r-� r����� �� ����r��� ����, � �����r-��� �� ��. � � ����# � TH�hJ�� ����� �� ������� �� r��n ���� �� ����r��� ����t ��r�r �r�� ������ ���� �;�������� � ��-��� ����i�� �� � �i���r-��� �� ���.�� ���� ��� ��� ��� IM�� � ���� T���� �l��kr�� ���I�� ������� �����■ ��� ������ �� �� ���� ��� ������ ���� � � �� ��i���� ����� � ����7 / �l������ �� ��� i �� ���� �� � ����� ��� ������! T!� �[� � � ��rt� �� ������� �� r�ir����� � � ��a�r��� ����� ��r���r��i� ���r ��� ������ ���� � � �*������r� ����t� � �i���r-��� �f �� �. �l � ���� �� � ��r-�t �r� #�� ���t li�� �� ��E�r � ������ � ��r� ���, ���� ����� ���� �r� ��� ������ir���� ��r����l�r�� �� �r� ��� �r�r�� r�� ���� �� � � ���r�i f�� r��� � ��� �I� ��� � � ���� r��� ��� � r�� ��� �t� �� tl�� rr���� r���E��ri r���t����� � ���r��� �� � ����� �� ��r�� �����i���l �� i�������r�� �� ��t� �, F������t�� ��� ������ ����I��� ��—�'r������ �� ��� �r�� E������� ��������� Tr���� �� r�����r��� �r���� ���� r��r-�t ��. �� ���f �����z ���. �.���*�� f ���r� ����� �� �� ���� ��' ��r����� � � � ������� ����� � �j���r�� �� ����� ����; ��E���� �1�r�� �� ������� �� r����#�� �� ����r��� 1�1����� ���� ���� ��� ����� ��� ���r��in���� �������r�� � � � �� ���� �� � ��� �� �� � �� �� �1 1 � ������ � � ���� � �� � E���n��r�t �r�� ���h� ��1�1f�� �I��� tf�� ���� f�r�� ��' ��i� � �f���� �� ��i� �r����� ����� � �����r��� �� ���� � �f �� r 0 �� ������ � TI����� ����� �� ������� �� n��r����� � � ���r��� ���� ��r�� ��r� � r + , � ��� �� � d � � . ���-� ��� ����t, � � ���� r��� �� � � � _ �� ��� �� � �� �� �� � ���n��y � � �`H � �f� � ���I� �� ��� �-��� �� r�� � ���� �� ������� ���t �����r���n ' , � ���� ��� ������ �� � � � � � ��;���� ����� �a��i�,� �t � �i������ �f ���.�� ���� t� � ��r� r�r�� �i�r� �� i ���� ����� � I����i� ��rvi�� ��r�r ��n� �r�r�� �r-�� �� r����� i � ���� ��� ���-��� ��i� �.�� � �r � � � � �� �r� � � #���f �������� �� ���t�� ���� �� ��� ����� �� ���Il'�i1�1�� �r,� �������� �� � � � ��� �� � ��� ���� � � � i � � � � Y ��� �� �� �� i �� � � � ���� � 1 � ���� f � a �������� ��� ����� �� ��� ����� ����� �I��� �����*���� � ���� ���� ������� �� { � � � � ����� +' ���� ����■��� ���� � � ��� �� � � F � � � �. TI��� ����� ��� ��r������� �rE��r��� ��� ��r���� �� � ��r��r�� �i�l� �li� r ' � � � ��r� r� ��r��r-r�. T���� ��� �� ��� ����r��� ����r��r�#� � r���� � �i ���-�f-�� ���� ��f��� ��'r� �� � � � � � � � rt� t � � H � ��� ��# �� � � ���. f��� r��� ���r� ������� ��_ � � �� ��� i�i� rr��� �� ���� ��r�� ���� �� r���t�r ����r� �r���� ��r i� I� �� ����r-t � r� . � � � �� � � ���[� t� �� t� � � � � �r�� �r�� p� ���r��� � r� �� � �� � r��l � r��� � r� � � ��i�� � � . � � � �I�tt��� T. ���1��r�l�i F�������r�� �r���������1 ���� ��r�� �� � ���� � ��� � � ����i � � � � � � � � � �I���—���a���, i�,�+ . ���� ���1�������� ��. � ������� � � � � � ������� ���i } ����� � ��� �� 1���7 ����� � �� �� ���� : ����'Ir'1 '' �C' ��, �� � � F���i��� ��t� : � � r� � � � � � ���� � L ����r��nt �r�� F���l�t ���a� ��-�� �+�� ���***+ � �*i- ������ �#'� � �� � �� �;� ��'� =� t * . . �r ■ � ■fi�t*����if#�*i���*�i■ ��r� ���� r� ��� �� ������ ��■ f� ��E���� �#�M�* �;��a■i� � �� � �i' *�� �� � � ��`� � ���� ��# �- � �■�! �� ����`i�! � � '+���f��� ��* � � � �� ��� � ������ � � ���� � �� � ������#�� 0 ��� ��� ��� �� �� �� � .� � ��� � � � � � � � � � � � � � � -� � .- # # � � � � i �� � L � ! � i ��� � � � � + a �� �� # � ��� ��• � . ■ � � 4 ; � * � � � i ��� � � � � � �� � � � # � �� � ��� �� � � * �� f � � � . � � �. � � � �� �•� � # � : � � � * ���� ��+ � * � ���, �� r � ■ i � i � ��� � � � � � � � � �� � � � � � ���� m �� �� �� �� ���� �� � � �� � �a � �� � �� ��� ��� ,��� �_� � � �� , � � � � � � � � � � � � � `� � !'T� � ���� � ���� � r � � � ���� � ������ ������ � � � � � � � � � � � � � � �� � � � �� �� � � � �� ��� � � �� ���� � � �+ � � ��� � � � � � � � � � � `� � � � � � � � � � � � � � � � � � � � � � �� � �� r� � � � � � � � � � � m r� � � �� ���� ,� �� ���� �� ���� � � � � � � � � � � � � ������ m � .. �� �� � � � � ��� � � � � ��� ��� � ��� � � � � m � � ��� � ��� t � �� ������ � �� � � � � � � � � i�iM �� � � �� � �� � � �� � � � �� �� � � �� � �� � � � � � �� � �� � � �r r*� � � �� �� �� �� � � �� r� � � �� � �� �� �� �� �� �� �� . � � � � �� �� �� �� �� �� �� � � � � � � � � � �� �� � �+� PTl L � . � � � � � � � � � � � ��� � ��� � � ��� �� ���� ������� � �� � ������� � � � � � � � � � � � � � � � �� � � � � � � 1 �� � � � � � � ��� �� � � � ����� �� � � � r� � � � � � � � � � � � � ,� �� ,� � , � � �� �� �� �� �rnrn� � �+� � � L � � � � � � � � � � � � � � � � � � � � ����� ���� ���� � � � � � � � � � � � � � �� �� � - � �, � �}_ � � � � �-,., ����� � � � � � ',:��: — � _ �. � � � .� . � � - ����7� ����� � �i m � rn ����� ���� m���� �� ������ ��� ��� ������ � �� �� � ����� ��� � � � ��� r� ������ ����� ����� � � C� � � �� _�� ; ��� �n �����'1"1�1'1� �l''li� i�l�k�� � ��� � � � �--� � � � �� , � � � t � � � �� ������ ������ �� ���� ��� � ������� ' ����� ! ' 7���� _' .'J � + � � � � �!t a �!t � � i� � . + � � �'•` •M1 ti1 I r �� � r� � � � :�� �-' � � � � �,- �..� � _ y �,,� _. �* rz � �� � � � -. � ,. � � � �� � �i � � � �.,�„� � � . -'�: * � � � � _ �, � ; :: � � � � � � � �� r� ;� � � �� ��� � . � � � � � � � l � �_��,_ , � � � � � � � .�� � ,� � r�� ��� �-- � � � � � � � � ,� = �, `r ���� � � � � �' � � �r :� �: � � � � .t�•�. �# � � . � � � � � � �� � � � _ � � '��;� � � � � � ��: � � � � �� � � �' . � � �� I 7 T���� �� ��� T �� � � � � � � � � �;�+ � � ,:- .. � � � �� - � � � � : � � _._ . i �'�'� � � � � � � � '-�. ���� � � ��.�� ���� � -.*.� � � � � � �� .�'� � � � � � � � � � ,-� � � � ��� -� � � � � �� � � � � :� � � � ' � � � `� — ��� � � � � � � � � ��-, � =� � �- ��� �'�� �L���I� � � � -�. C� �E�1��� ��I��I� � � ; .�, �L 3��,, �G � � � = r � F� � � T '�= � �� � -' . . � _ � �:... : — � � , �� �--� . � . � � � � � �.-'�� � � � �-. � �� � � � �'� �� � � L" r Q�� i � � � � � � � I ��� � � � � � � . rn�� � -. � �r �. �3 ��.�.,�� -_�: n � � , '�-: � � �, � � � 1� � �� �� �� � �� 1 � �� ��� � � ��� � � : � � � � 1„ �� � � � � � � � � � � � � � � � � � � � .� � � � � � ���� � ���� � � � � ��' � ����-�, � � �� � ���� � � � � � � � � � ,�-� � � � - � � � � � � � � � � � � � ��� � � �' � � � � � � +� � � : m � � � � � � � � � � � � � � � � �� � � �� 1 � �� � � � _ � � � � _ ` ��: � fT� � � �i � ' � � _� � � � � ��� ���� �� ������ ��� �� � � � � � � � ��� � � � � � � r � � �� m� ���� ���� ���� �� � � �� � �� � � � �� � �� . � � - �,� { � � �� � � �� � � � �� � � � � � � � � � � � � � � Y� � - � �� � �� � i � � ��� � � �� s � � , ��� � � � � � � � � f � I `� � � � � � � � � � � � � �� � � � � �i.�� - , �� � � � � � � � � � � � � � � � � � � � � � � � � � ' � � � I � � °! � � ��� �� � � � �� � I � ��� � � 1 �r � �� � � �� � ��� � � ����� ��� � � ��� � ��� � � � � � � � � � � � � � � � � � � � � � � � �� � � � �� �, � � ��� } ���� � ����r ���rn � ���� � . ��� � � � � �i ���� � �� � � � � �� ������ � ��� � ��`� �� ��� ��� �����l��E�� l�� �� � � � - �'� � � ��� ��� ������ �����F����N �� ���� � ��� � �� � �' �► ��►LL�� �1 �� � ����� �� ���� � F ��1 � � � � � ����� � � ����`�� �� � ���� � � ��� � ��T���'�� ��I ��.��� �� ��' �"�1� �1� �f��� ��� �I�� �� 1��� t� ���� �� F���� �►��T'�.�l�T ��* � ��� � , T�����` ���I�T�, ���� ���I�� � tr��t �� � ��� �it����� i� �l��E� �� �� ��r� �1��11� ���r�� �����I ��r�� � r� � � � �� � �������t f��. � ���, T���r�� ����t�, T����r �r�� ���� � ��t��r-� �� � ������ '� �,�������� � � ��� �� �� ��r�� � �� ��i 1��� �� i� ���� � ��� �� ����� ������� � �� r�i �� � � r� � r� �� ������� � r��� r ��� � �a � r�� ����, ��� � ���� �� �f�� ���� ����r�� �� �`� �r� �tt �� � r�� i'���� � . l�� �. � ��'. � - + �, � � � r� � �� � r� � � ���t r� r� �� � ������1 �����-���r� ����# �� 1��� ��������� i� ir����ur���� �� r������� i r� ��I�r�� ����� �� � ��'�, �� �.�. �,�, �r�� ��ir� � ��� ������ �� �������: T���� ����ri� ���N�� ��� �� �� � � ��r� ��r�i��l� rl� �1����-i��� �� r����� ��l�ll�l �C�1� ��� �� � ����ir��� �r�� ��� fr���� �� ��� ���f����t �� rr-��r �f �� �� �.������� � } � � ���, �� � [� � � ����� �� ��� ���� �� r� E r��fi�� �� ���� r��C� ���t �1 � r� th� �� �� �� �� �� �� i� � _�� - � � � ���� ����; � ������� �f ��� . �i� ���� �� ��� ����� ��' ���� �I h�r��� � , �[�� ��� ����F� �� ��� r��� �� r� ir� ���� �� ���� r��� ���t ��rr�i r��i� �I��-r t}� - . a � � � ���� ���� �� ��i� � � ���-� ��r� �����, � �i��� ��� �� � � � . �� �r��� �� �E� � ����� ���� �� rr�� r �� �� �� �.� �����r� �r����� ���� ��ir-�� f���t�� �r� ��� �� ���ir��t� �t���rI��� �� ���r�r��� ���r����l� ��.,�����r� � F���� �r� � ���� �� r����� ���r�� , frr�� ����h � ���r�r��� r����r���� ���m � �� � ���. � . �. � . �'� ����� �� �f�� r���t����� ���-r��� �� � ����� �� ����I �����i ��� � � i r� �������� �� ����� �I������, �� �����i��1 u���r ����r���� 1��, ��� ������� �� ��� ��i� � � � � ��� �� E������� ��f �����r�� ����� , ����� �.�.���y�.T, ���r� ��u�l� �� �� �� � � �� � �� �� � i n���� �� ������ �� ��� � � ����� �� �� ��� ��' ����� � �� ��I �� ����1� �� ���r��� �� �i r� u��� �� ������� ���� �l�r-� �F�� �����i l� r�� �� ��� - � � � �, ��� ���� ���� � r�� ���r�� �h� � ��r���� ��� �����r�ir�� �� �� i� ����r��r� I��������� ��rl���� �� �� � �����€� a� �� � � ���� ��� �� ��� � � � ���� �I� � �� ��I����� ����� �� �� �� �,�������� �r���� ���� ����,� �I� � ��������� ����� �� ��i� �I �� ���-���� ����� �r�� ��r��i ��ir� ���r� � � � ��� ����� ���� �� ���� �l �. �������-� ���� ��� ��r�ti r��� � �1 �r� t�� � ���i , . � � �� ���� �� r��� r� i r�� �� �� � � ��� �rr� � r� ��t� r��� ��� � ��I ��� r� F���� � ��t� I � ���� r� �� �� � �� .�� �� �� �� � ��ir�� ��� ���r��r; ��I � ��� �l� �� �� ��� ���� �� r� i r� ���� � � ���� r��� ���� ���� � r�� ������ �� i � � � ������ ��r� ���� � �����r��� �� �����1 � ���� t� � ���r�t �� ��� ���� �i�-r� �� ��i� � �+���,���� t��� �, ��i� ��i r�t ��i�� �r� ��� ������� r��t� ������� i �r� �� �r-� �� r� ����� �� ���� �� ������ � � ��� ���a ��r� �k�i�� � � ��—���� ���� r�� ���r�� �� ��� r�r���� ������C ������� � � �� �r� � r �� � ���� �� I��� ����ri��� �� ����r�rr���� �� �r�� �, �����rr�� ��� ���i�� ����E� ��- �r �r������ �f �1�� ���� �1������� ��������� 1 ���# �� �������� ����� �����-r��� �J �� � � I�'� �� � �����, �. �. f�_�*�.�. � ����� ���1� �� �� ���� � � r�ir� ���� �� ����n�� � , � ���� � � ���� t� �� �� ��. �� f���� ������ � � �� � � �� � �������t �r�� F����� �f ��� �� � � �# 1 � � �� ������ � ��E��� �l��l� �� �� r��� �� �;r����� �� ����n�� ���� ���� � � � t�� ���� � ��� ���� � � � ��� � � �� � � �� r������� �� ��� rl ��� �� �� i� �� 1 i r-� � � ��, �� f��t �� � ��i r�t ��r ��rr���; f ir�� �f ��i� � �.�'�- �r���, � �������� �� �`� � ��� ����� �� �� ���� �� r� i r� ���� � � ������� ��� � � � �r � �� ��� �� ���� �� �� � � _ ����� ��� �����' � � I��� � �� �� ��� i � � ���� �� � �� � �� ��� �����i � r �'�� �� � I���� �� �� r��� �� �i r� ���� �� ����r��l� ��� � + � � �* ��r-��i ���r�� ���� � �� ������ ��i� � �: �������� ����t� ������ �� � � i�t���� �� ���_ �� ���� t�� ��r�� + . � � � I � �� �� ��r� ����� ����ri � � ��i �� �� r� ��r� � �r���� � r� � ����� r-� �j r� ��� � �r�� � ����.� ��i � � _ � - � �� ���� ���� � ���� � � i��� �'1 �� � ��� � �� ���� �� �� -- �� � i�� �� $� ��..� � � � � � � � f�� � � �i��� �� �� � � �1 � ��� �� ��r� ���� �r ����� ����� �� ����$ m��� �� ���� F �I�t��� � i ���rir��� �r� ����� �� ��i� ����� ����� �I��� ���r� ����� � � ��� rr� � � � rt l� �� � # r� I � � r� � ������� �J ��� �r���i��� ���u r� � ��� �� � � � � � �_ �� i� �� r��� ��� ��� I�t� �- �i����� �I�� ��r���� �� � ������ �i�l� ' � � '' ��li�� �� ������r��r�t_ �1���� rr��� �� ���i�i�r��l ������r�� �r����� �i ht�i��-�r� th �� �f���� ��r�� r� + � � � ���� �� �� � � i�� �� I 1���, I � �. h�� ��� ����t ������� ��, �. �f� ��� � ��� ��� �� �1��f� ��l �`I�� ���� ����1J1�1��1 ���� I'� �f���� ��i� �� � - - � � � � �����t ����� _ � ���i�� �I��� ��r�� ��r�r�� ��� ����r�r��� �� ��� r��n�l �r���r � �� ����i�r-�. � � � I���������� �'r���������1 L.��r�� ��r�� �r � ����� ��� � �� r�� i � r� � � , �� � � � �������R � ����1 ! � �i �I�fl'� ��� I �����l��l ��. � ������� � �� � ���ir���� ���,, ��i�� � ��� �� r I��, ����� ����� ���� : ���� r� ��� �� , �� � � f������� ����: � ar��� � �, ���� ���� ��.��#* �� � ���* ��� ��� �*�� � i� � � �*� �� � � t � � ' � � � i ■�i�*��;#f��*������**�***������ �#�I�� �, �������1 �*��� �i��f �f� * ff � * **� ■ #���� t� f �i ��-� ��� � �;i � #���� �� •{ � � � � � �� �� �R ■ � � �#��f�+;F � � �� ��� ������ � — � �� � ��� ����m��t � r�� F��� I�� �� 1�1���r � �������� ������ �. ��� ������ �� � �� �� �� � � ��� ��� ��� � � ��� ��� � � � � IwJ � � � � � � � � � � � � � ��� f � �i �� �� � �;� i � �� � � � +� � � � � + � �� �� � # �+ �' i * �� � # � � �'� * �} � : i � �� � � � � �� # � * * � � � � r � � � � * • � � � � � �� � #� � � � . � ��`� ' � ��; � � ��� �*;` � � . � � . � ■ * �,,,� � � � � � � � � ,�F � � � � ���� �r �� �� � � � � i �� �T� �� � � � � � � � C� � {�'I � � ��� � � � � � r :� � � � ��� � �� �� � � � �� � � � � � � � � � �� � � ���� � � � � � � ���� ������ ����� �� �� � � ������� ������� � � � � � � � � �� � �� � �r7 � � � � ��� � � � � ���� � �� , � ���� � � � � � � � � � � � � � � � � � � � � �• � � rn � � � � � � �� ���� � � � � � � �� � �� ���� � � _ � � � �� � � � � � � m � � � �� ��� � � � rn � � z� � - � � � � � � � � m � � � � � � C� � � � � � � � � � � ��� � �' � m �� �� � �� � � � � � � � � �„r� � � � � � � '� � � � � � �� � r''� f!� �� � � �� � �� � � �� � �� � � � � � �� � � �� � �� �� �� �� �� � �� n� � � �� � � � �� �� �� �� � � � � � � m �--f � � ��� � � � � � � � � � ���� �� �� � ���� �� � � ��� � � rn �_ . _. �r .�: � ;. R• �'A� - ••-r - ,� * � '�Y� ��. 1' � ; � � � •' i �r ,' .:+� �� 4 4� J- �t' . � � � ' + F 1 � ' '�.-. � �il � � ti �"t � � _ '�-y � � ' � ':- . - rn ��Fr�. � _ �����. �. r*; � . . � .. � � . � �• - iT�i � .�� . � �__l_,*,, K'� • . � . I� ' .' � ,. "_ � � ,: � � � - _,1 �.+� � � -. ` � � . -= �.;. � � •: 1 _-• -•i r � � � � � � � . , �� � I - -� `���' � � � : � _r�-{ ' � _�-* - � . r _ . � ,. � � � � � � � � � � I ' i'--{i+.,. �• •' � � � � � � � � � �- - � � r � '�� �,r_ � � � . . � � � � Y � j-j � 7 �r � � � � � � � � � � �rn� � ��� �� �� ��� � �ll � � � � � �„ ,� . �. -� � � _ _ . ._ � _ _ �_ . . . _, �.':'. ;'� �"�"� � . . . . � � ,��-����.�." � � �� �� � � ��� ��� �"5 � � ��� �� � �� - �� . � , � � � � ��.. _ � � � � �.� : �'� 4 � � � � ���� ��:� . � �{- � � � � � � � ����'*�r�� k � � � � � � � � � ��~� -��t � � � � ' � r " .. - � � F"�"I � � � �' �- . :� � �. �� � � � � � � �. _� �r� � � � � � lr' . • '� . L� � � � � � � r . .��. _ ��, � � �..�.i � � f _ , � � - �'� � � � � ---� � -. .�:� ; � �� � �: . � '. � L,, � r� � � - ���-_� � � �'I"� � � �� � 1 * - • • r � . +.�•. �� � � � � '�7 � l'� � � r� � � ��� � ��� � ��� ������ �� ������ �= �c�� � ��, � � � �*'� � r�'i � � � � � � � � � � � � � � � � C�1 ;-a � � � � � r,�, '� � � � � r+-� �7 � ,� � �� � � � � � � � � �^ � ��� �� � �� G � � � � � � � � � ��, � � � � � � � � � � � � � � __ _ _ � �� � : � � �� � � � I �� � �� � � . ��. � � � � � _�—'� r ` ��� � � � � � � � � � � � { � � :� ' � � � ( j i 1 ;� � � 1�1 � � i � � � � � � � � � � � � � � � � � � � � ' � � � � � � � � � � � � � � � � � *� � � � � � � � � � �� � � �� � �� �� � � � �� �� ���� � � � ��rn � � �i �� � � � � r � � � �� � � rn � � � � � � � � Y � � � � � � � �� �� _���� � � � �' � � � * � }'� �� � � � � �..�.r �` � �� � ,�_���� �+�,� � �� � - �_��:, _—_ �� � � �; � ����=�Y�.- ��r����� 3������a��� � �� �� �� �_ �� ��m� � � � ����m � � � � � � �,`� r� �I'1 iil � � � � � � � � � � C� � � � � � _ � � � � � �� � � � � � � � �� � ��� ����� � �� ���� ��� � ��1��� I�C��t,1�d � � 1�� : � �!F � � � � _; � ��n��� ����r�1� ������ ������ ������ r�� m� � � � �t rr� �� � � � ������ �� m����� � �� ��� ������ ��' ��r � � � � i � ���r� ��r+�m �, ���� ����� � � � � � � � � � ����� r � � � � � � � �� �� � �T �� �� �� � � �� � � � � � � � � �� �� �� � m � � � � � � � � .. _ �;�. � � Fti .-.� �._I.-I-�II� ..--'-��� _ _ ��� � � � T � �� • - ' . ' � •~� �• _ _ ' .�y� �C��� ����r� ��� -'',�' i .. •.•.'•'-�, � � �1���� ��h1 ��f�l`� .- � . �' : ��� ~ ��L ���, p� ��� . ' , -; " � . . �w � � , ���� . . . _� --�� ����:� � : _ � � � � _ _ ,� �. j R �. . . '"` � �.".. � �,�-- � � � � t F � � . .._ _ �- � � � � �" � � '�. -. � .=��� . � . ,. �-r' � ` - � � ' � � ��� � � �� �''�� � � � '_ `_ � J " * � � � �:_,•r"_`.� _'i � �� � '� � : � • ��. � � � � _ -:� � rn � ,� , � : ;, ��� ~ _.- .`�; �r `� .� ._�-. ��� � . � r �.' - .. � � -- � . - � � � -_- � . � - .J� � _ �-, : � � � � � _ � � �' � � � � �' r� � I � � � � 4� � s � � � � � � ��� � � � � � � � � � � ��� -1 �'- � � � � i � � � �, � r*7 � � � � �� �� - � � � � � �' � � �� I ; � � i � c�a � � �# � � � � � � � � � � � � � � � � � � � � � � � � � � �� � r �J m a. � ���:: ���� ��� � ���� � _ � � �� �� � � � � � � � � � � � � � � � � � � � � � � � �' � � � � � � � � � � � � : � � � � � , � � ��rn �- � � ��� � ���� � � � � � � � � i � � � � � � � � � � � � �� ������ I ��� � � � ��� ��� � � � � � �? � � � � ��� � � � i ��� N � � , � i , � ..�� � � � � ��� � � � � � � ��� � � � ��� � � �� �� � � � � � � � � � � � , �J ■ � ��� �� ���� i�� ���, � I � ��m I � � � � i � � � ��� � ��� � r���� � �� I� I � [�# �f 1�1��� �a � � � �� �I � � � , �� � � � �� � � � ���1��� ����� L�� � �����I ��`��� ���� � � � � ��� � ��^���� ��������� �������� ����� ������ �T ��7 �� �� �[�.�—���� �F��� �� ���� � �����`�� I � � ��� � �� � �' � [� � � Fi � ��� ����I� ���I��� �1�C� �� ���� �►� 7 � � ���" ��. �[ � �' � � T�F����I�` ���1�� ���� � ��� I�� � ����� �� I��� � i�u����� N� �I��� �� �� ��� �� ���� ��� �� � ����� ���� �� �� � �� ����r��� ��. � ��'� � fi���r� r�� ���� ����� �r�� ��i � � � r���� �� � ��� � �� , I �� � � . � � ��r� t� � � �� �� I ��� � ���r���� i � i r� �t�� ��� � �� � � �� r � ������� �� E �� � ����� ������ r�� �l �, �� �1 � �1 ��� � � � , �r� �r� �� r��a �..��, �� �������� �� ��� ��-�i���! ���[�� ����r�� �f �����r�� ���r�� �`�� � . �� � ��. �.�.�',�.�� � �r�� ��i� ��r� ��i�� I��� ����r���� � �-r��t � � � � � �� �r�� ���r��� �� ��I����. ���������� �� � �������� �������� ���� �� ��+�+ . i� � � �.�� ��l.��C� �� ��� I'���� r�� �� � r� r� ��i�� ��� ����� �� ���� �� �� � ����tr � � TI--� ���� ����� �� �� ���� �1 � ������� � � ������� ���� ���r� tl�� • � � � � � � ������ I � r� � �� ���� � � �� � ����� � � � ���� � � �f �� � . �� f��t �� � � � r�� � r� ��� ���� �E ���-� i . � � � �� �Nr�� � �� �r� [ � � � �i�� �� � � ���� ��—f��� r� ��—��—�� i r� � ��� � , . � � � �' r�� �� �� � r� � �� � �� �, �" �r-� � � �� ����I� �� � � ���� �� �� r� ���� � � ���� r�� � ���� � i r� � � .� � a � � �� � �� �� �� � �� �� �� � + R ■ � I��� �� ���� �r� �r� ����� � ����r�� �� ���.�� ���� �� tl�� �� � � � �� �� ���� �� ��� � ��--� ���� ����I� �� �� r��� �� � i � ���� �'I ����r-� � � ���� �����r� � � r-� � � � � 1 � r� ��� ���� � ri� �����—�� I� �� �� �� i� �r� ��� � r�i�� � �����r-��� �� ��� �� �� ; ]� � � �� �� � ���r�t ��� ��rr���� ���r� �I� i�� � � ���ir���i a��� �� ��� �� �t ��� ���� ��r��l���� � � �������� ������` � ��i� ����� ����� ��� �� ����I� �� �� ���� �� r� � r� ���� � � � ���� � �� ����� � � i����� �� �. � � ���t* � T� � ��� ���� �r�� ���r��� �� �� � ���r ��-��� ��� ��� I��i� � � - . � � �� �� ��� ��������� ����� �� �� r��� � � � �r����� �� ������ l���t � ����r��� � ��' � � � * � � ���� t� � ��i�� ��� �����r� ����I� �� �� ���� �� ������� �� ���� ��� 1���� � � � i������ � �� � � � y � � ����t �� � ��i����� ������� �� ��� � � �� ���� � � r� � r� �t�� �� ��� �� � ���� � � i ��� r�� �� � � ��.�� ����k �� � � —ir��� i��� i � �����1 �� ��i� ��rt����� ��r���� �� � ����� ��' ��r� � , � � � � ���r� ��� � n � ��tr� �� r�t �� �1 r����i l� i���i�� �r�� �ri�� [��r����� � , � i ~ � ���i��� �� �������� �r���r ����r�� ���� � �� � ��� �� �i�� ����i ������� �� T��r��� � r ��� �l� � ����� . � � � . .�� ��F�� EL � - ���� � �fi 2 ����r�,��� � r�� F��� �� �f 11�f�� ���� � � �# � � �� � �� �� �� � ��� �� � ����I� �� �� ���� �� � i r� ��� � � � � ���� r�� � ����� ��� � �� � � � ����i �� �r���, � � ���� ��� �� �� ��� f��� �� � ��r� � r � � � � �� �� � � � r��r�� � � �� �� ���� ������ ���� ��� ������ ��i� ����� ����� � + ' � � � ��Il��rr� ��u ��� ��� � ����r����. � ���� �� �� r��� � �I �i����� �� ������� 1�1���t � �i � , ��� � �� �f �� � �� f ��� �� � ����t ��� ��r��r; �l��ti� �� �� r��� �� �ir����� �� ������� E��� �r �i � 1 ��� r� �� �� � � � _ � � �� �� �� � �� i�� �� r ���t��r; I��rtl� �� d� ���� 1 � ��r����� �� ������� ���� � � , � � ��� r� � �� � � � �� ���� �� �� � � �� ��I I'�I�' �� ���I�I �II�� ��� �������I i�� �� �� � � �� ���� ���t �r � ���� � r� � � �� �� I � � � , r�r-� � r� � � I � �� . ����� � � � � �� ri r� � � r� � ���� � r� ��� T���� ����� � I � � ` � � ���r��r���� � �t�� I��rt� ��r����� � � � ��r�� ���� � �� r�� ��rr�r���� r� ��fi�� � ��� ��� � . � � � � � �I� �� � ��� ��� ��r� �����1 �i�h��� �1�� ��r�� � . � � ��� �� � �� �r��t ����� � ��� � � � ■ i � � ������rr����, �l��r� �� f�� ��� �t����� �������t� ��r��� � �� �t = _ . + � � � �� �� � i� �� ��f � �� �� �� � ����� �� �� I--�r� ��-������� � r��. ��� ��� ���r� ���i � � � ��� ��. � � �r� ��� �� �� r� �� �� ��r� � � � �� � ��� � �������i ���� � � � �� � � . . � � � � i� ��� � � ������ t��� � � I ��rt� ���� ��i� ��r�� ��� ���rr��� �n �f�� ����� , . � � � �� ���` r�� ����r����� r� , ��� I���r�� � ���������1 ��r�� �� �� �r � ����� �� ������� r� f� �_ ��'� � � �--� � ��-�� i I � �� $ � ��. � � �� I�� I������� � �l� . �1 ���� �� � � � � � � Il,�l��i �r�� ���. � ����� � ��� � ��11�� � T���� ����� ��#�: ����rr� ��r � �� �� � � ������ ����t �� r� �.,�r� �, ���� 0 ��� � ***�.��. �.,,� � �� ��������� � *i � � �� �� � � � � f � � � � � � F}+M��i�i#���#���i i ti*i��i�+�#����*i ��� �. ������� ����#�ff�if ��f#� *��}��#i����f�� a �� � � * � � # i� ��� � ■ � �*���������*} � � ���.��*�� � � � ���� ���� �� � � ���� � �� � � ������r�� � r� � I�i� �� �� ��� � ��� � � af '� � �� � �� �� �� � ��� �� � �� ��� ��� �� �y7rn� � Y � � � � � � � � � � � � 0 � ��� � . � * * � . . � ��'� '�*■ � � � �� � � i *� � � � E � # # �# � � � * i�� � � w ��# � � . � * ��# � i f � � * �■ i � � � � � i� �4 ! � • � � � � � t � # � � �f � � � � � � � i f �i � . *�. �. �� � ' � # �'�� � * i � i �� � *�� � ' +� � � ��� � �#�# a t �y � * � � �' � � � � � �� � � �� � ���� � � �� �� �� � , G� � � ��� � ��� � � � � � �� � �� � � � �� ��� ��� � � � � � � � � � � � �� � � ���� ���� � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� � �� � ������� � �� � �� �� �� � ������� - � ��� � � � � � � � �� � � � � � � � � � � �� � � ��� ���� � � � �� ���� � � �� �{ � � rn � � � � �. � � �� ���� � � � � � � � � � � � � ��� � � � � � � � y '� � � � � � � � � � � � � � � � � � � � � � � � ��� � � � ��� � � � �_� � � � � �� � � ��� � ��� ` � I� � � �:_ � � � � � �� �� �� �� �� �� �� �� � � � � � � �� � � � � �� � � � � � rn � � � � � �� � � � � � � �� �� �� �� �� �� �� �� . � ��� ��� 2 � � � ��� � ��� � � ��� ������� z������ ������� � � r3 � � � � � � � � � � � � � � � � � � � � ��� � � � � ' � e�, � � � � � � � � � � � � � ����� i � � �.�F , � � � r � � � � � � � m �� � �� �� �� �� �m�� � �� �� � ����� � � � � � � � �� ��� ����� ���� ���� ���� �� � � � � � � � � m� � � � � � � � � � � � � �•� �� �� � � � �� � �� � �� � �� � �� �� �� �� � � � � � � � � � � � � � � � � �, � �� � � � � � � � � I� ��� � � n � � � � � �� I� � � I � � � � � � � � � � � r � � �--r � � � � � � ��..y l� � � � � _ � � � - � � �� � � � -���, ��a ��� �� � � �� � � � �� � � } �� � : M � 4 � � � �� � �� � �� � 1� � � ������ ������ J� ���� ��� ���"�-�����-I�I� ,�� J.�������� r�� � ��i��� �I����l� � _ __ _��� � �� �. . � �� � � � � 4 L h � � � , � � � � � ; ��� �� �� � � � � � � ��� �� � � •� � � C - �� �'I �� � rn � � 'rl ��� r � � � � � � � � � � �� ��� � ��� � � � r � � � � � r I I i � I � � � �� � � � I � _N � � � � � � � � �� �� ��� ��� � � � f � � . �_ � ��� � ��� � � : - �.� : � � a : � � � �� � 1� � � � ! ��+ � �� �� I � � I i � � � � � � � � � �7'l � �� � ���� � ��m� � ��� ��� � ��� ��� � � �� �� ��� ���� y �� � ��� �� � � �� � � � �� �� � � i m� � � � � � � � � �� � � � � � �� ��� � � � ��� �.�.�, '� j � � ��� � � � f �� � I �_ �� � � �I � � � � � � � + �� � � rn � � �� � ���� �� � �� � � �� ���� I � �� ���� � � f �� � � ���� � � � � � �� �� � � � � �� �� , ���� � �� � ' � � ���� � �� � � �� � �— �� � �� � ���� � �� � � � ��� � � �� � � �� � � � � � � � � � + � � � � � � � � -� n� � � � � � �� �� �� � � � � ���� �� �� � � � � � � � � � � .� � I if � � � � � � � � E � � � �� � � �� � � � �� � ��� � ' a � � r � � � � � � � � � ��� � � 4 �� � � � r� � rn � ��I � � � � , � � � _ ��� � � � 1� ������� � � r � � ��� � f - - - � � � -_ -- , � � ������ ��� ���� � � � � � � � � � � �� � ����� � � �� � ��_�� � � �� m �� �-����� � �I � � � rrr � � �- � � � �� ������ �� � �� ��� � � � �� � ��� � � � � � � � � � � � � ��� �� ���m�� �� � ��� � �� �� �� � � �� �� ��� � _� � � � � � � � � _ � � � � �� �� � � � - . � � � � � � � � � � � � � r� { � � [T1 �� �� � � , �� �m �� �� � � � � � @� � � � � � �� �� � � �� �, � � �� ����� � � � � � � �� ����� � � � ���� � � ����� r� � � ��r�� ������r�t ��� F�I�h� �f 1�1��� �� � �[ � � g � 1� � � �� � �� �� �� � ���� ��� #���� `� � I'�1 � � ��� �I T��"��� ��F�� �� � — �� � � ������� ��I� ���F�1� ������1.������ ��� ����� ��T � �' ��I � � ������ � � `� ���T �� �� �� � ��'���'�� I �E ���� I� �� �� �� � � F� � I� � 1� � � � �I �`� � � I� � � � L � � � � � I�� � � � ����f���� �1�. ���"'� � ��� ���� ��� �� � ��� � ��� � � � tr��� �f 1 � r�� �����t��1 i � ����� �� �� ��� �I���� ����� �����I ����1 ���r� � � �� ���tr��� �]�* �1 ��� �����r-��t �� � � ����� �r� � ��' * � � �� a � r� � ����� �� � ���i�� '1 ���� ���� ����� � � �� I��� ����ri i��� ir� �r��tr�r���� �� � r-r � f � � � � ��t��� ��� r�� ��� �� ��� �� ��� r � � �� � � ��� ����r ������r�� �1�. ���1 ��1 ����� �f �I�� ����� � li � � � F���� �� � �� ��r��r�� �� � �� T���� �� ��. F�. �_�".�,`�. ��� ��i� ��r� ��i��l�� ���� i , � � �i��� � �� � � � � ��� �r�� ������ �� f��l��. � � �1 I�I � �! � � � � �� � �� r� ����� � � r� � r�r� � �� ��k� r-M� �� �a ��r�l���� ��r�f����� ���r��� �� ��i� ����� �r���. ��� �. �.�.�.�. ���r�� �� �I�� ���� �' , ��-�1�i��� �� �� �� �� ���� � � r��� ���� � � ����� - . � �� ����, �r�� ��� r������� ���� �� ��i� � ����r ���� � � ��� r��� �� �� � ��� ���� �� � �� F _ _ � _ # � r�� � � �E�� ���� �� �� �f �� � � �� . . � � �� � � I � r� � r� �� � r� � � r� r�� � � ��� �� ri ��� ��- + • � � � �� � � � ��� � f ���� � � � �� � ���r�� , � �i � ��l � E � � �rt� � � � � r��� �� r� � � � ��� � � ���� � � r��� ����a � r�n �I� � ���� �� 1�����—�� � � � I�n� � ��i� � �r� ��� ����� � � ���r� �� �� ���� ��' � � � ��� �� �� � ��l�T � �` ���l�ll���l� � TF����� ���t� �� �1� ���� �� r� � r�u��� � �I ������� y . � ����, �����r���r� ���� �I�� ���� � � ��I�t������ I��� �� ����1 �r� �ir� ����� � �i����� � ��. �' � � � � � � ���� � � � � �� � r� � � � �� � ��� ��� �� �� ��� ���� ������� ��������� ������ �� ��I� r � ����� �����, �TH��I�� �� ��1� �� �� r��� �� �� ����� � � ������ 1�� i � ��� �� �r�� ��� �������� � ��� �� . � �� �d � ��� �r���� � ������ � �� �� ��� f��� �� � �i�� �'�� � � � ������ 7��--I � ��� ���� � r�� ������ ���� �r���� �r�� ��� � ` + ��I ���i r� ��� ���� �r�� �����r� ���* � ����I� �� �� r��� � � � � � ���� �� ����r��� ���� � � a � � � ��� r� �� �� � y � �1 �� �� �� � ��rr�� ��r �� ����� � � ��I� �� � � ���� �� � i r� ���� �� ��� �� � �� �� � � ����r� � � � �f ��� � �� ���� �� � ����� f�� ��r�r��� , ����� �� �� ���� � � r� i ����� �� ��� ��� ���� � � r� � � ��n�� �� � �.�� ���� �� � �ir�� �� ��r� r��rtl� l�r�� �� � ����� �� r�r�� ������� * ' + � �� �� {r��������� �� ��f� �{ 1--t �r����� ��� � r���� �r�� I� � ���r������ �f ��� �r�'� �� N 1---I �r�f����� I�������I� �����, �� r�������� � r���� ���� r���� ��, � � �� �l �� � �� �f ��� ��� ������1� �� ������� ���� a �I`���� �+f-���*�.�. � � � , � �� �� � � � — �� � � ��� �������� �r� � F����� �� ��� ���� ����1� ��������� � 0 `1�H�f�l�� ���tJ� �� �� ���� �� � ir����� � � � � � ����� � ���t� � ��r� t�� r��r�� !� r�� �� �� �� � �i � � ��Cl� �����, ��� ��1 �� � � f���t� � �� � � . � _' * . � � �� ��t � �C ���f� ���r� � � fr���� �� �� �t�� �� r������ ���r�� r �� �� �� �I � ��� ��� ����� � � } ��� ����� tl�� r����i���� �� �r��� �� � ����� �� ��r�� ����ri���l i� i��t����� * - � . � �� EI�I �� � ��1 � � I������ � r�� ���� II��1 � r�� � � ' ' � � � � � ������� � �� �������� ����� ������ ��� � x ��� ���� �. �.���.�. � �r�� ��r��in�ir� ���� ��� ���I� I��� �f ���� ������ : � � � �h ��� �t � ���� � � � ��� r��� �� � ��,�� ���� �� � �r�� ��r� ��r���� � � ��--��I��� ���r ���1 ������ ����1 ����r ����� ��� ��II��� - � r� � �� � ���� � �� � ��t� r� ���, � � r�l� � � �� ��� � � r� i � �t�� �� � ��� ��� ��J � � ���� � �/ii � ���� � �� �� � � r �� ���� �� � ��l r�� ��� �� r� ��f ��r�� �� �� r��� �� � r r� ���� �� ����r��� ���� � � � � r ��� r� �� �� �� � � � � ���� �� � ��� r�� ��� ��r���� � ��� �� �1� ���� � � �� � ���� �� ������� ��� � � �, � � ����r��� �� ��. �� ���� �� ��� ����I� �F ���I��III'�� ��� ��I�����I��� �� ��� � � � � � � � f��� �� � ���� ����� �� ���r�r ���� �� I���; �I ���� : � , ������r � � �� �����1 � r� ��� T���� �t��� � I� �� � � � ��� �I � ���� � ���� � ��� ������I . � � �� �� ������ � �� �� �r��r�� r� ����� � ��� �� 1 �I . � � . � � �� i� � � �� �� � �� � ����� �i�l� � �� �� ��� �� � ' � � � �� �� � �� r���r� ����� � I � � � � . .+ � � ��� r-r-� ������} Tf���� r�� f�� ��1� �t�� r�� �������r��� � r����� ri �� i . + � � �� �� �� �I��� ����� ���� �r��� ���� � ���-��I#�r� I r��. ��� r� �� ���n ��� . � � � ���� ��. �. �� ���x� �� �� �� ���� �� r�� � ��� ��r����� ���� � i _ . � � ���r���� ���� �� �I ������ t���. � � I �����r tf��� ��r�� ���� ��� ��f��-rrr�� �� �#�� r���� �r� � . . '� � � �� r�� ����r����� r� _ � � ����� �� ��� ��'�'���I ���i������ �������I���� ���� �� �� �� � ����� �� I����r�� ��. ��� � � F-I��t�-��li���� �r��_ � j �r� I�� i�t������ I� � � � � ������ � �1 � �1 � �I � i� � � � � ��r� , � � � i�� � � � � � ���1�� � �'���� ��� �� ���� � �����r � �� �� � � ���ri��� ����: ��r-� �� r� �� ���� ��T�� �'������� � .�� ��� �� �� ,� ��� �� �� �� �; � �� � � � � * . � ; #�����������* �� *�������** ����� ��� �} � i��ii�*� �##I ��' #��*#s��*a*���� *"�� ■ �� � � #� � � � � ���* � � �i �� ����� � � �� +* � ��•.��.�. � �� ���� ����������� � �� � �a�����r�� �r�� I���l�t �� ��� � ��� �� �f '�� �� � �� �� �� � ��� ��� ��� � � 2 � � � m � � � � � � �� � � � � � � � � � � � m � � � � � � � � � ■ � t � } � � � ■ � #��� �■� �* t i fi � � * �� � �! � i � �� � � * � � ■ * * +� �� f � � �� *� � � # ■ � � * ���� ��� � . . � ' � �.i � i . ■ � � � � ■ � i �� �� } r � � f � i i� * � � i � � �R� � i � i f� �# * � �; � ���*� � �R**■ � � � r � .�� � i �� � � � � � � �� � �� � �� ���� � � � � �� �= ��� � �� � � �� �� � � �� �� ��� �� ��� �� � �� � � � � � � � � � � � � � � � � � � � � � ���� � � - �`% � � �, � � � r � ������ ����� � ���� � � ���� � �� ���� � �� � �� � � �� ���� � �� � � � � �� �� � � � ���� r� � � , � ���� �� � �� � � � � � � � � � � � � � � � � � � � ��� � � � �� ���� � � � � � � � � � � � � � � � � � � � � � � � ' � � � � � � � � � rn � � � � � � � , � � � �7'1 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ���� m� � � � � � � � � � � � � � � � � � r.l � � � � F �•, � i�.f J � � �� � � � � � � � � � � � � 1"Y � � � � � �� ��m ��� � �� � � � � � � � � � � . � � � � ���� � � �.rt � � � � 2 � ;, � , , �••.--�•_-r� � �-.-.�...� � � 1 ' � , i �{� � ��r I I � r � � � � � � � � � � � � � � � �� �� � � � fn � ��m ��� ��� ��� � � � � � � £� � � � r � � � � � � � ���� ���� � � �� � � � � � � � � ��� � ��� � � � � � � � � � � �1 � #� � � � � � � � � � � � � � � r*l � Q � � � � � � � � � � � '� :�'] � � � � �� � � � � �:,. � � � � � ��� � � '� �T! � � � � � � � � � 4,�� �� � � +�� � �'4F I"1"� � � r �� mi� � � � � � � � � � "� m � �� � I� � G �� �� �� �� �� �� �� � � � � � � �� �� � � � � � � � � � � �� � � �� G� � � � 4--I � � � � � � �� � � J R � � �,����;� � ��� -� � � �� �� �� �� �C � � � � � � � � � �� � � � � � � � � � � ���� � :- � � � � � � � �� � �� � �� � �� �� ���� � �� � � � ���� � �� � � � � � I '� f� �'M � � � � � � � , � �� � � . �� � � , � � � � _ � ,:_ - : � � �* ��#�._. _ � � � � � + � .• � � � � . � . r � � � � � �� � � + F •� �� � � � . � � � � � � � . � � � . _ J+ _-�. ���� r � � / ry ' � � � � � � } f -' r r . � �, . , ,. � � � � � r f � � �--� r - , � ' � ' � � � � � � + � � �, � ��..�� . � � � � � � � � � �--�-� ; _- � �'` . :-. � � �..ti-� � � � r � � � �l � ; �� �� . . � �--i--� � � � � � �� . . _ _.. �-� � �� � - � � � � �-i--i � � � � � � � ��'. -� � _ � _ � � � . � rr� � � � � � ��� � ���� �. � � � � � " � � � ��� � � .� � � � � � � � � �- � � � c� � _. � _. . � � �� r � � �����' �� ;.,,� �� m p � � � � � � . �� _ . . � � �. ���'�� � � :�;- , -- r� � � � � � � � � �-rr � � _ V � - � � � ����� v , � � � �,.��� r..�; �- � �..� � � -��- �� � � � � � � � � _ � - � + � � � � �� � .� � � ��� � � � �� � �����- � ����� a � �� � ,�� � � ���� � �� � �- � ��� � •� � -� � ,..� � , - r„ � �� �� � � m �� ����� �rn ��rn�� �� ����� �� �� �� _ ��� ����� � �� ����� �� ����� �� ����� �� �� � �� �� � � � � � � � � � � � � 2 �� �� � � � � � m � � � m � _� � � � � � �r��� �� ���� � � ���� � � � � � � ����r��nt �n� F�I�f�� ��1�1��� � �� � J - � � � � I �� .� � �� � � f. � � � r �+ 1 �F � � � ` �J � � + ��1���� ������ �� ���� �I�L� + � M��•���r � FF ��1�����F � � i .i, , ����'�;��-�H�I�I ,�� ����I���b� �1�� � i � �rvi� �� � � � ����i� ������ �� � i r�����l�ti���d�� — � ;� � ? � .� ��rT'��-�rr�� ���������� � �����C�C���� � � � � � � � � � � ���������� � � � � � a � � � � �i�.����1����— � � � � � � � � � � !'! i � � 1 f � � *� � � � � � � � � � � � � � � � � � 4 f � � � � 1 i f ti � � � � � � � � � � � � � � � � � � � � �7��� �1��J �— � � � � � � � � � � � � � � � � � � � ;� � -� � � � � � � � � �� � � � ��� � � � � � � � -- ��� - �- _ F � � ��� -� �� - � � � � � � � � � � - � �--. .� - � � .r� � _ � � � � � � � � � � � � � � � � � � � � � .� � � � � i � �..� � � � � � � � � � � � � � � � � � �' ��� � � �f �! � �� � �� �� �� � �����-������r� ���r�����r�� ��v ����r EL����i� ���I�EF�� ��1�1��1�1� �� l� � T � F �A� ��H ���� �� � a� �, 1��� �r�r��t����z �r-r����������ri�� �ur�r� ' � �l������ �-��r���r�����r��� � � ��t�, ��� ��r��r��t�r� � a �� � �r��� r� �� � � �� �� r� �I� �t tl� � �� f I �� �� �rl�i r� i r� th �� + � F � . � . � � � � ��r��� �f l�r��i ��1�� � �C��tri��l �r��ili���� � �n� �I����� ���� �r� �r r����ti��� ir��l���� ��t ��� ���' � � + � � � � ���� t� tl�� ��Il��ar� �t� ul����n� �r�� ir� � � ��r��l i�r� ��, �� � I I �i r���� �itl� �I-�� ��r ��� �.�. �,�. I� � � � ��1�� � ��f���r ����t �. �I���ir�� i� r��� �� �� �rr�i��� �r� �r���� r� �i�-��- . � � ��� � r � r-�� �r �r-� ���- I i r��� . �. ����tr���i�� �� �f ����i� t�� � �r������r� Ji �� ���� ����� ��� � r��� �� �r���r �ft�r .��r� �� � � ���� � ���I� ���,�I� �it[� ��� ����ir����,t� �� �uf�ii� �tili� ����i� i ' � � �r� �u����r��i�� ��I�� ���� � �� � �� � r���� �� f��� tE�� �� ti r��. �. �� �����i�� I��� ���r� �� �� r��� �� ��� ��r-����-lir-� ' � - � � �f �f� � r�i � C�t �f ���i �. �r��ir�� �i�l I�� ���� ir� ����r �� ����� ��-r� r� I��-�f��� � � � � ��� r���r�� ����i�l��� �����r-����r����i��+ ���il �i�k�r�ll �� r�r-r�����fr�r��l�� �i ����f-�� ��� r-���r ` , � � ��� r� t� f�� I����r� �� I��-�f;�� . �I� �� � � � ���[I �� � r���� �� t[��# #r� ��� ��� � � ��r� �I� � r�i ��-�f�� r � � �� �I��� r������� ��� ���� ���� t�r� �[���� ��� �� r�����r�i��l� ��i���[���_ � ��l! E����r-r��r�� �r�� r����ri�a� �il� r��t I�� ���r�� �� ��� °'3 ��I��-�f���� ��ri� �����r���i�r� ���I���� � �ri��� �������I �� �h� �� ��i��r �� F�� i�r��l �r���rni� i I� � � � r� . �. �����t �r r��� �r����ir� � ��-� �� I�� ����� �r� �r��ir� i 4 . � �� ����-r��t���. �r�� �f��r� � �r� �I� r-�r���� �r � � ������i�� �ri�� �� r����r���t�� ��� � r����IR �� �. I�� �i� r� �� �i �t� �r u�r�� � � ��� �il l �� �rr�r� i��� r� i _ _ � � � � � ��� +���t �� ���. �, ����� lir�� ���� � r�i r��r�t � �r����r��: i����r� � ' � � � � � � �������r�� �� � r��� ����� � � � r��i� � �I�� ��r� ��r�� �r�� � ��t �� ��r��rr��� ��� � r� �� � li�r� �� �r�tl� �� H� ���� ���� � � ' � � � �.'I��� �� ��I ��rn��. ���i�r���� �I��rr r��t �� I���� �it�ir� �f���r� �I � ���� �f ��i � � � � �r� ��r '� ��, ��� ��I� �� r��� ���r � I �r� �� �� �i�� i r� ��� �� ���� �f t�� ���� � ��� �� ' � � � � ���t ���� I � � ��. � � E���r�rr�r�� �n� I����t �� ���r P��� �� �� 1� �� � �� �� �� � � � . �r� � � ��-� ����� �� r� �i r� �i I I r� �� ��� * - � • • . I�� � ��� ���i�� ��� ���t �n l��� #�� ��� if m�t�F i� r����r � a �, ��I1 �� ����r����� �t ��r� �� � f��� ����r��f� �i�f� �r� � r� �`[ ' � � ��� �r���r� �- �� � � ��r�� . ����� ���r�l� �� �� I���� ������r� �� � � ���t �� �i�ti� �� ����� �r���r �� � � ��� � �� �� _ .� � �-�� �� �f ���, �1 �1. �� �������r� �i�� �� �If ���� �� �r���r �i l� -� � � � �� ��� �r��� ��rr��� �-� � � � � � � �� �r���ir��� �il� r��� b� u��� ����r ��� ��r-r� �� �� ' - - � � �� r r� � I� � �� �� . � � �. �T�i � �����i rr r��� �l� �l I r��t �� � i�t� r��� � . . � � , �������� �r ��I��� ����rr-r �� f��� �� ��� r���r���� �� � � �f � r�� �r���� �r���,� r�n i��E�� ��r�� ����� ����r ��� � � � , �� �ir�� ���. . . , � � �1 � . F�i � I����f��r�� �i � E � � r��t����� f r� r-r�� ���� � r� � � � � � � ����i�� �� �� ���- � r����� rr������ ����r� �� �� � ��rr���� �r� �r�r-����. �� �i��l��r �r� �� ��t�r �iC� � ` ' F � � � � � � ��� � �r�� � r� � r�� ���� �� �f �f� � ri � t �f � ���. ��� i�r��� f��i�����i �� �`rl I ��� �� ��I���� �� ��� � ' _ _ ������ i�������� �n��r� �� I�t �� �� . � � 1�. �l� ����r��ti�r� ���I� �� 'r��t�lE�� �� ��� ri ht-�f�� . . � �� ���t �r��l� �r�t�rf�r�� ���f� ������ �� �r���� � � r � �� � �-� � � � � �� �r � r-� � r� � � f� � r-� i �� I rr� � i r� � � r-� � rr � � . 1�� ������ �r�� ���� i� ���� �n��r ����� lir� , . �� �� ��r �r���r �tr� ��� �-�� n�ti� �h� F�� ��r� � � Tr�r-� � � ���i�r� �� ��-t��r��, � � �-���-����. � � �'. �I� h���r���� r�n���ri�r� �r<<I �� ������ �� �h � � ri� �� �f ���, ��� F�� ��r����� ���I��� ���ur��r�� "�������� II� i �, . � � ����»I� � ���� �r�� �r��l �d�� ��i ��� �� �������� a �r� �[� d i r�� � ���f���rt lir�r�i��ti�r� �� ������-���t�i� `r� � , � � � 1�'1���1"I�� �����Il�l�� I''"1""���� ��t�� ��I� �I����� . � �� ���� ��� ��t�� � ��a I�� �r ��r� ��� �� � �- r�+ . � � � � � �� �� ��r����r��� J�r���� �.� �1 �f�l�rr����� � � �ip��r��l�� �l��rrr��b�� �� I��i��� ��da���ti�� rr����ri ' � � ��� � ���r�»��� �� ��� �� �� ��� ��r� ��r �r ������������ t����i� ��� ir������� �r--r ���r�� Er��l���� ir� . . . , � � t�� ��f�r� �t� �r� �f ���� ����� �� ���i� �����, r��t��-E�I� �r ��I�������� u���� �r� I�-I�������� 1�1����`r 1 ;� � a� � � ���, �--[�������� I�I�t����f ���� ���I��t���l� ���r�� ��� ir������� �� r����� �n� f���r� I � � � ���I a �t�t� �r�� ������I ��� ��I��i� �� t�� � �r���r�r���r�� �r-�� �r��������r���l ��r��i�i��� i��lu�ir� � � . , ����tl� � u� I� r-��-r �t�t� � r� a t� � F���� � r�� ��r���r���i�r� � r�� 1������ ��� �� � ��� "����� � , � � �� � �.�. �. ��� � �� �� , t�� ��� r���r����� � :� � � �r��ir�r����t�l ��� �r���� ���-r-� �r������� �n� Li 'I� �� �a � � ��� i�� ��t �� '� ���a ��I��L� �� l� ��,�. � �� ����� �i -����t �� ���r���� � �I�� �� ��-f��� �r��r��r-����t� r� - , � � � � F-�������rr��t��r� ��� �� � ��� �i���l��"�� th� H��r����� �1���r��l �'��r�� �r���i � �r� ���, �� �.�.�. ����� �t �� .� ��� F�����I : � � ���r P�II uti�r� ��r��r�i ��� �� �.�. �. � �� �1 �� � a � �'��., ��� �I��� �ir��t �� �..l.�.�. ��� a � �� ��.� ������r�� � n d I�i� �it �� ��� l� ���1��f�� �� � �� �� �� � �C�� �I��r� ��t�r- ���, �� ���,�. ����I �t �� . " � � � � ��� ���i� ��I��#�r���� ���tr�l �► ��, �� �.�.�. ������-����, tl�� ���� �r'ir-�I�i� ��t�� ��� �� * . � � �.�,�� ���������� � ��� ��� �f�� r�� �I�t��r�� � � a �r����� � �r�� � ������ r���r �r �����f��r- r�r� u I � ����� ���r�� ��1 �r. � � �. �r��l� �� � ��t �i r���r i� r��t �� �� i I�� �r ' . . � ������� �r� �r-r��r ri I��i��-r�� ��r �� �� �II���� �� �� � � ���r��� ���r� �r ir� ����� r��ir�it t� �1�� ��r����t�r� �r l� � ���r� r�, ��. f�� ��r����r�� �r ����r���i�r�� ���� �� ��il�ir� , . � ��, ��r����� ��rn�� �� �� � � �l�l � I�11�] ��I� a �� �I���r��r-�� ��ui�r��r��� ���� f������ �t�. �r��l �� �rr�r� F - - � � a � �� � � r� t � � r�i � �r � �� �� . � ��. L�r-r�����ir�� �r� �r���� �� I��-��-�� r� �r�r�i�t��l �I� � . � � � � r� ����r ���r���� I�r�� ��� � r-� I�r�� � � � �� �rEtir��, �� li���ir� �� � �ir��cl��- � ����� ��� �II���� �� � � � � tl� � �� � � �-��-���. � ��. �� ��r� �r ��rl� ���i �����r� ���I �� �rr�ni��� �r� th� ri _ _ � � ��i� �� ���. ��, ��� �i��l �r�� � ������i�� ��r����� � r�� r-M��� �� � r��r� � . a � ��� � ��I� �������a ���II r��i�� �r�� �� �I�� � ��l I��j r�� �r�����i�� ��rri�r��; �1 � �� n �r�t� r�����i�� � r+ . � � �� ��� ������ ��� ���F�� � � r�� ��� �i�� �C��� �� � r� i r� i r� � r� �f ��-r� � ���� �f�i�l� i� �� � 1 ��� �i � • . � � � � � �� a� � � i� ��� � � ���r� �r� � � � � � ���� �� �� �� � � � �i�tf� ������, �itf� t�i��� ����� �������� I��rr�r�rt� �� �t I� � ��t �r�� �� � f��� ��I�� �f�� ��r���� �� �i��r �r���� �� ��������� �h� �� � �lir�� rr-��i�� �� � r� r � * � � � � �� ���t������ ����� ����r� � � � �[���� � ����t�i� ���ii iti�� � r� ������� ����� ���n� r����� I �F�� i �1 i � � � � � � r�� � ����r��� ����r� �1�����t��l�� ��� � r��� r�� �� ����, �r � �rh � r� �����ri � ���il ����� ��� ��� � � ���� ��i�� r�� r�� �n�t�ll �� � � , � � ���f�� �� � � � �� I� � � � t � �� � � � � � �� r � r� � � i r� � r�r �f � � � r-� � � �� �� � * � � � � � ����n �� ������r� �I� � � �� fr�� �r� � ��� �� ����r�r�ur�� �l���ri� ����I��i��, � � . �l � �� �� � � r�l r� r� t� � �- r� � r� h � � � � � `r � � � � � �r-� i �k� � �� �f� i r� � � r�' _ _ � � � � � � �f �a �� ��. ��� �r��ir�� � �����r� t[��� �I���� ����r �� �r�� � . � � � � ����� �r��� �r� � ���-��t� ���rrr��r����- ���� r� �I�� r�i�[��i������ �r I�rr�i�� ������ �� �r �r��r�� �r-r��r�� ���ilitr � � � ! � � . r �� �� �r���i�it��* ����n��� ����lr����r� �ill ��� �� ���� 7f� �� L� � I����� � I�������� � ���f� �� ����� �� r � � � ��, I�� b�r�ir� �i�� �r ���,�r � �f it� �riCl �� ��-�-r���t � � � - - � �� � � � � �r�r��� � r� �I� � r� I�# �� r�� . � � ����m�r�t � r�� I�i�l�# �f 1��� �� � 1 � � �� �� THC (TEXAS HISTORICAL COMMISSION) 1 Marlia, Jordan From:Kevin Stone <kstone@intenvsol.com> Sent:Wednesday, January 6, 2021 8:39 AM To:Ho, John; soon.wong@fortworthtexas.gov Cc:Marlia, Jordan; Jamie Vandagriff Subject:RE: [External] Hanna Ranch Attachments:Hanna Ranch THC Concurrence 2.pdf Good morning Team, We received the THC comment for the project. The agency concurred with our findings. No further coordination required with the THC for the project. Please see the THC’s comment about unexpected discoveries within the comment letter. Best, Kevin Stone, MA, RPA Vice President – Cultural Resources Director Integrated Environmental Solutions, LLC 600 Columbus, Suite 106 Waco, Texas 76701 (972) 562-7672 (o) (325) 660-8649 (c) From: Ho, John <jho@Huitt-Zollars.com> Sent: Wednesday, November 25, 2020 6:36 AM To: soon.wong@fortworthtexas.gov Cc: Marlia, Jordan <jmarlia@Huitt-Zollars.com>; Kevin Stone <kstone@intenvsol.com>; Jamie Vandagriff <jvandagriff@intenvsol.com> Subject: FW: [External] Hanna Ranch NOTICE: This message was sent from an external organization. Soon Attached please find cultural resources report for your review prior to submittal to THC. Thanks. john John Ho, P.E., F.NSPE Vice-President Ext. 10174 C: (214) 934-5635 From: Jamie Vandagriff <jvandagriff@intenvsol.com> Sent: Tuesday, November 24, 2020 3:34 PM To: Marlia, Jordan <jmarlia@Huitt-Zollars.com>; Ho, John <jho@Huitt-Zollars.com> Cc: Kevin Stone <kstone@intenvsol.com> Subject: RE: [External] Hanna Ranch 2 Hi John, Attached is the cultural resources survey report for Hanna Ranch for your review. Please, return any comments you may have to me. Once you have approved the report then I will get this submitted to the THC. Thanks, Jamie Vandagriff, MA, RPA Principal Investigator | Cultural Resources 1 Kevin Stone From:noreply@thc.state.tx.us Sent:Tuesday, January 05, 2021 10:51 AM To:CRM; reviews@thc.state.tx.us; james.e.barrera@usace.army.mil Subject:[External] Section 106 Submission NOTICE: This message was sent from an external organization. Re: Project Review under Section 106 of the National Historic Preservation Act and/or the Antiquities Code of Texas THC Tracking #202103727 Hanna Ranch Sanitary Sewer Improvements Anglin Drive and Wichita Street Fort Worth,TX Description: Cultural resources survey of 28‐ac for the Hanna Ranch Sanitary Sewer Improvements project in the City of Fort Worth, Tarrant County, Texas. Dear Integrated Environmental Solutions, LLC: Thank you for your submittal regarding the above‐referenced project. This response represents the comments of the State Historic Preservation Officer, the Executive Director of the Texas Historical Commission (THC), pursuant to review under Section 106 of the National Historic Preservation Act and the Antiquities Code of Texas. The review staff, led by Arlo McKee, Caitlin Brashear, has completed its review and has made the following determinations based on the information submitted for review: Above‐Ground Resources • No historic properties are present or affected by the project as proposed. However, if historic properties are discovered or unanticipated effects on historic properties are found, work should cease in the immediate area; work can continue where no historic properties are present. Please contact the THC's History Programs Division at 512‐463‐5853 to consult on further actions that may be necessary to protect historic properties. Archeology Comments • No identified historic properties, archeological sites, or other cultural resources are present or affected. However, if cultural materials are encountered during project activities, work should cease in the immediate area; work can continue where no cultural materials are present. Please contact the THC’s Archeology Division at 512‐463‐6096 to consult on further actions that may be necessary to protect the cultural remains. • This draft report is acceptable. Please submit a final report: one restricted version with any site location information (if applicable), and one public version with all site location information redacted. To facilitate review and make project information and final reports available through the Texas Archeological Sites Atlas, we appreciate submitting abstracts online at http://xapps.thc.state.tx.us/Abstract and e‐mailing survey area 2 shapefiles to archeological_projects@thc.texas.gov if this has not already occurred. Please note that these steps are required for projects conducted under a Texas Antiquities Permit. We look forward to further consultation with your office and hope to maintain a partnership that will foster effective historic preservation. Thank you for your cooperation in this review process, and for your efforts to preserve the irreplaceable heritage of Texas. If the project changes, or if new historic properties are found, please contact the review staff. If you have any questions concerning our review or if we can be of further assistance, please email the following reviewers: Arlo.McKee@thc.texas.gov, caitlin.brashear@thc.texas.gov. This response has been sent through the electronic THC review and compliance system (eTRAC). Submitting your project via eTRAC eliminates mailing delays and allows you to check the status of the review, receive an electronic response, and generate reports on your submissions. For more information, visit http://thc.texas.gov/etrac‐system. Sincerely, for Mark Wolfe, State Historic Preservation Officer Executive Director, Texas Historical Commission Please do not respond to this email. cc: james.e.barrera@usace.army.mil CULTURAL RESOURCES REPORT CULTURAL RESOURCES SURVEY OF THE HANNA RANCH SANITARY SEWER IMPROVEMENTS PROJECT, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS Prepared for: Texas Historical Commission Texas Antiquities Permit Number 30007 On Behalf of: Huitt-Zollars, Inc. & The City of Fort Worth November 2020 This page intentionally left blank Cultural Resources Survey of the Hanna Ranch Sanitary Sewer Improvements Project, City of Fort Worth, Tarrant County, Texas By Thomas Chapman, MA, RPA Project Archeologist, Stephanie Clark, MA, Staff Archeologist, Jamie Vandagriff, MA, RPA Principal Investigator, & Kevin Stone, MA, RPA Vice President – Cultural Resources Director Submitted to: Texas Historical Commission 1511 Colorado Street Austin, Texas 78701 City of Fort Worth 200 Texas Street Fort Worth, Texas 76102 Prepared by: Integrated Environmental Solutions, LLC 610 Elm Street, Suite 300 McKinney, Texas 75069 Texas Antiquities Permit Number 30007 Cultural Resources Report November 2020 This page intentionally left blank Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page i ABSTRACT This report documents the substantive findings and management recommendations of a cultural resources survey conducted by Integrated Environmental Solutions, LLC (IES) for the proposed Hanna Ranch Sanitary Sewer Improvements Project located in the City of Fort Worth, Tarrant County, Texas. As the City of Fort Worth is a political subdivision of the State of Texas, the project is subject to the provisions of the Antiquities Code of Texas (ACT). Additionally, as the project will require federal permitting from the U.S. Army Corps of Engineers (USACE), the proposed project will be required to comply with Section 106 of the National Historic Preservation Act (NHPA). The proposed project area or Area of Potential Effects (APE) encompasses approximately 28 acres (ac; 3 miles [mi]). Current project plans call for the in-place replacement of the existing sanitary sewer pipeline between Anglin Drive and Wichita Street with sections of 21, 30, or 36-inch (in) polyvinyl chloride (PVC) pipeline. Ground disturbing activities, including open cut trenching and tree removal, will occur within a 40 foot (ft)-wide permanent easement that overlaps the existing permanent easement for the pipeline to be replaced. In addition, the project will include the installation of approximately 1,805 ft of new pipeline by open cut trenching along Everman Kennedale Road and a temporary access road for construction vehicular traffic located between the eastern end of Columbine Drive and the proposed pipeline easement. Proposed new pipeline will be located between STA 10+43+43.69 to STA 28+54.96 within the Village Creek floodplain. Depths of impacts associated with the project are anticipated to be between 7 to 35 ft below ground surface. Of the 28-ac APE, a total of 3.8 ac was located within areas that could potentially contain archeological deposits and were subsequently subjected to intensive survey methods. The goal of this survey was to locate cultural resources that could be adversely affected by the proposed project, and to provide an evaluation of the eligibility potential of each identified resource for listing in the National Register of Historic Places or for designation as a State Antiquities Landmark. This cultural resources survey was conducted by Project Archeologist Thomas Chapman and Staff Archeologist Stephanie Clark on 30 October 2020. All work conformed to 13 Texas Administrative Code 26 (13 TAC 26), which outlines the regulations for implementing the ACT, and was conducted under Texas Antiquities Permit No. 30007. During the IES survey, no archeological sites were documented within the APE. All project-related records and field data will be temporarily stored at the IES McKinney office and permanently curated at the Center for Archeological Research at The University of Texas at San Antonio. No further cultural resources investigation or evaluation of the APE is recommended. However, if any cultural resources are encountered during construction, the operators should stop construction activities and immediately contact the project environmental representative to initiate coordination with the Texas Historical Commission (THC) prior to resuming any construction activities. Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page ii This page intentionally left blank Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page iii TABLE OF CONTENTS Abstract ..........................................................................................................................................................................i Chapter 1: Introduction .................................................................................................................................................. 1 1.1 Reporting Conventions ........................................................................................................................................ 1 1.2 Regulatory Framework ........................................................................................................................................ 1 1.2.1 Antiquities Code of Texas (ACT) ................................................................................................................ 1 1.2.2 Section 106 of the National Historic Preservation Act (NHPA) .................................................................. 1 1.3 Area of Potential Effects ..................................................................................................................................... 2 1.3.1 Direct APE ................................................................................................................................................... 2 1.3.2 Indirect APE ................................................................................................................................................ 2 1.4 Administrative Information ................................................................................................................................. 4 Chapter 2: Environmental Background ......................................................................................................................... 5 2.1 Environmental Setting ......................................................................................................................................... 5 2.1.1 Climate ......................................................................................................................................................... 5 2.1.2 Topographic Setting ..................................................................................................................................... 5 2.1.3 Geology and Soils ........................................................................................................................................ 5 Chapter 3: Cultural Background .................................................................................................................................. 11 3.1 Previous Investigations ...................................................................................................................................... 11 3.2 Cultural Resources Potential ............................................................................................................................. 13 3.2.1 Disturbance Analysis ................................................................................................................................. 13 3.2.2 Prehistoric Resource Potential ................................................................................................................... 13 3.2.3 Historic-Period Resource Potential ............................................................................................................ 14 Chapter 4: Methodology .............................................................................................................................................. 15 4.1 Background Methods ........................................................................................................................................ 15 4.1.1 Background Research ................................................................................................................................ 15 4.2 Survey Methods ................................................................................................................................................. 15 4.2.1 Pedestrian Survey ...................................................................................................................................... 15 4.2.2 Intensive Survey ........................................................................................................................................ 15 4.3 Curation ............................................................................................................................................................. 16 Chapter 5: Results ........................................................................................................................................................ 17 5.1 Survey Results ................................................................................................................................................... 17 5.1.1 Pedestrian Reconnaissance Survey ............................................................................................................ 17 5.1.2 Intensive Survey ........................................................................................................................................ 17 5.1.3 Backhoe Trenching .................................................................................................................................... 17 Chapter 6: Summary and Recommendations ............................................................................................................... 21 Chapter 7: References Cited ........................................................................................................................................ 23 Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page iv LIST OF FIGURES Figure 1.1: General Location Map ................................................................................................................................. 3 Figure 2.1: Topographic Setting .................................................................................................................................... 6 Figure 2.2: Geologic Setting .......................................................................................................................................... 7 Figure 2.3: Soil Map Units Located Within and Adjacent to the APE .......................................................................... 8 Figure 3.1: Previous Investigations Within 1 Mile of the APE ................................................................................... 12 Figure 5.1: Survey Results Map .................................................................................................................................. 18 LIST OF TABLES Table 2.1: Soils Located within and Adjacent to the APE ............................................................................................ 9 Table 3.1: Previously Conducted Archeological Surveys within 1 Mi of the APE ..................................................... 11 Table 3.2: Previously Recorded Archeological Sites within 1 Mi of the APE ............................................................ 11 APPENDICES Appendix A - Project Designs Appendix B - Photograph Location Map and Project Photographs Appendix C - Shovel Test Log Appendix D - Backhoe Trench Log Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 1 CHAPTER 1: INTRODUCTION This report presents the results of a cultural resources survey conducted by Integrated Environmental Solutions, LLC (IES), under contract by Huitt-Zollars, Inc, on behalf of the City of Fort Worth, for the proposed Hanna Ranch Sanitary Sewer Improvements Project. The purpose of these investigations was to conduct an inventory of cultural resources (as defined by Code of Federal Regulations, Title 36, Section 800.4 [36 CFR 800.4]) present within the proposed project area or Area of Potential Effects (APE). The goal of this survey was to locate, identify, and assess archeological sites, buildings, structures, or other cultural resources within the APE that may be eligible for inclusion in the National Register of Historic Places (NRHP) or designation as State Antiquities Landmarks (SAL). This investigation was conducted in accordance with 36 CFR 60.4 and Texas Administrative Code, Title 13, Chapter 26 [13 TAC 26]), which outline the regulations for implementing Section 106 of the National Historic Preservation Act of 1966 (NHPA), as amended, and the Antiquities Code of Texas (ACT), respectively. Additionally, the project aimed to evaluate identified resources for their eligibility for inclusion in the NRHP, as per Section 106 (36 CFR 800) of the NHPA or for designation as SAL under the ACT (Texas Natural Resources Code, Title 9, Chapter 191 [9 TNRC 191]) and associated state regulations (13 TAC 26). Prepared in accordance with the Council of Texas Archeologists (CTA 1992) guidelines, this report satisfies the ACT requirements of the project. A description of the APE, pertinent regulations, environmental and historical contexts, field and analytical methods, results of the investigations, and recommendations regarding the identified cultural resources are provided in this document. 1.1 Reporting Conventions Standards for archeological methods require that measurements be recorded in metric units. For this reason, while general distances and engineering specifications are described in imperial units (e.g., inch [in], foot [ft], mile [mi], acres [ac]) within this report, archeological measurements and observations are listed in metric units (e.g., centimeter [cm], meter [m], kilometer [km], hectare [ha]), unless historic-period artifact or architectural elements are more appropriately recorded in imperial units. 1.2 Regulatory Framework 1.2.1 Antiquities Code of Texas (ACT) As the City of Fort Worth is a political subdivision of the State of Texas, it is required to comply with the ACT. The ACT was passed in 1969 and requires that Texas Historical Commission (THC) staff review actions that have the potential to disturb historic and archeological sites on public land. While advance project review and coordination with the THC is required for undertakings with more than 5 ac or 5,000 cubic yards of ground disturbance, the THC can still request project information and/or an archeological survey in advance of ground disturbances since all publicly sponsored projects must comply with the ACT. However, if the activity occurs inside a designated historic district, affects a recorded archeological site, or requires on-site investigations the project will need to be reviewed by the THC, regardless of project size. 1.2.2 Section 106 of the National Historic Preservation Act (NHPA) The NHPA (54 U.S. Code [USC] 306101), specifically Section 106 of the NHPA (54 USC 306108), requires the State Historic Preservation Officer (SHPO), an official appointed in each state or territory, to administer and coordinate historic preservation activities, and to review and comment on all actions licensed by the federal government that will have an effect on properties listed in the NRHP, or eligibility for such listing. Per 36 CFR 800, the federal agency responsible for overseeing the action must make a reasonable and good faith effort to identify cultural resources. Federal actions include, but are not limited to, construction, rehabilitation, repair projects, demolition, licenses, permits, loans, loan guarantees, grants, and federal property transfers. Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 2 For example, as the proposed project has impacts to a water of the United States (WOUS), the project will require a Section 404 of the Clean Water Act (CWA) Nationwide Permit (NWP) from the U.S. Army Corps of Engineers (USACE) and would be subject to Section 106 of the NHPA requirements. Although each WOUS impacted by the proposed project is below the threshold for requiring notification to the USACE for WOUS impacts, each impact area must meet the requirements of the utilized NWP General Condition (GC) 20 – Historic Properties. Subsequently, even if the impacts to USACE-jurisdictional aquatic features are less than the threshold that would require a pre-construction notification (PCN) to the USACE, construction at each WOUS impact area must comply with GC 20, which requires non-federal permittees to submit a PCN to the USACE if the authorized activity may have the potential to cause effects to any historic properties listed on or potentially eligible for listing on the NRHP. 1.3 Area of Potential Effects 1.3.1 Direct APE The proposed project entails the installation of approximately 3 mi of new sanitary sewer pipeline extending east-to-west from a point along Everman Kennedale Road to Wichita Street, roughly paralleling Enon Avenue and Everman Kennedale Road (Figure 1.1). The APE will encompass approximately 28 ac. Current project plans call for the in-place replacement of the existing sanitary sewer pipeline between Anglin Drive and Wichita Street with sections of 21, 30, or 36-in polyvinyl chloride (PVC) pipeline. Ground disturbing activities, including open cut trenching and tree removal, will occur within a 40 ft-wide permanent easement that overlaps the existing permanent easement for the pipeline to be replaced. In addition, the project will include the installation of approximately 1,805 ft of new pipeline by open cut trenching along Everman Kennedale Road and a temporary access road for construction vehicular traffic located between the eastern end of Columbine Drive and the proposed pipeline easement. Proposed new pipeline will be located between STA 10+43+43.69 to STA 28+54.96 within the Village Creek floodplain (Appendix A). Depths of impacts associated with the project are anticipated to be between 7 to 35 ft below ground surface. 1.3.2 Indirect APE As the project will require federal permitting from the USACE, an assessment of indirect effects is required within USACE jurisdictional areas to satisfy Section 106 requirements. Since all elements of the project will remain at or below the ground surface, visual impacts were not assessed. As proposed project will comply with all Section 404 of the CWA and Texas Commission on Environmental Quality (TCEQ) requirements, the proposed project will not increase or alter water flow along any tributary crossed by the project though could cause erosion to archeological sites downstream from the proposed project. No other indirect effects are anticipated as a result of construction of this project. Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 3 Figure 1.1: General Location Map Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 4 1.4 Administrative Information Sponsor(s): City of Fort Worth Review Agency(ies): THC Texas Antiquities Permit Number: 30007 Principal Investigator: Jamie Vandagriff, MA, RPA Field Crew Members: Project Archeologist Thomas Chapman, MA, RPA; Staff Archeologist Stephanie Clark IES Project Number: 04.271.005 Days of Field Work: 30 October 2020 Area Surveyed: 3 mi (28 ac) Sites Recommended Eligible for NRHP under 36 CFR 60.4: None Sites Recommended Eligible for SAL under 13 TAC 26: None Sites Recommended Not Eligible for NRHP under 36 CFR 60.4: None Sites Recommended Not Eligible for SAL under 13 TAC 26: None Curation Facility: No artifacts were collected. Field notes and project records will be temporarily stored at the IES office in McKinney and permanently curated at the Center for Archeological Research (CAR) at The University of Texas at San Antonio (UTSA). Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 5 CHAPTER 2: ENVIRONMENTAL BACKGROUND 2.1 Environmental Setting 2.1.1 Climate Tarrant County is located within North-Central Texas. This region features a humid subtropical climate with an annual rainfall average ranging from approximately 35 to 40 in. Most precipitation occurs as rain between April and May, with July and August being the two driest months of the year. This subtropical region tends to have a relatively mild year-round temperature with occasional exceedingly hot and cold snaps (Estaville and Earl 2008). 2.1.2 Topographic Setting The Fort Worth and Kennedale 7.5-minute U.S. Geological Survey (USGS) topographic quadrangle maps illustrate that the APE is generally located in an upland setting dissected by an unnamed tributary of Village Creek (Figure 2.1). Village Creek is located approximately 0.28 mi east of the APE. The unnamed tributary generally flows in a west-to-east direction and intersects the APE at 13 locations. The tributary confluences with Village Creek approximately 0.48 mi north of the eastern APE terminus. A second unnamed tributary traverses the APE at the western extent of the proposed pipeline along East Enon Avenue. A pond is also located within the easement in the eastern half of the APE. 2.1.3 Geology and Soils The APE is located within an environmental interface, known as an ecotone, between the Eastern Cross Timbers and Grand Prairie subregions of the Cross Timbers ecoregion. The Eastern Cross Timbers region contains numerous hills that were once heavily wooded with oak, walnut, and hickory supported by deep sandy soils (Hill 1901). Early pioneers referred to the region as the Monte Grande (Grand Forest) and later the Lower Timbers. However, due to urban expansion, agricultural development, and other modern activities, the natural vegetation has become highly fragmented, and only a few large tracts of undisturbed woodlands remain today (Griffith et al. 2007). The Grand Prairie is distinguished from surrounding regions by undulating plains underlain by limestone interbedded with marl and clay (Griffith et al. 2007). The Grand Prairie region generally supports prairie vegetation; however, invasive woody species, such as Ashe juniper and honey mesquite, have increasingly dominated the region. Soils in this area are underlain by the Grayson Marl and Main Street Limestone, undivided (Kgm) formation, which is characterized by interbedded marl and limestone, and Quaternary-age alluvium (Qal) and terrace (Qt) deposits of sand, silt, clay and gravel (McGowen et al 1987; USGS 2020; Figure 2.2). As depicted by the Soil Survey of Tarrant County, Texas, there are 11 soil map units within the APE (Ressel 1981; Table 2.1; Figure 2.3). Approximately 85.3 percent of the APE contains soils typical of in situ soil development and erosion in upland settings within the Eastern Cross Timber and Grand Prairie ecoregions. The remaining 14.7 percent of the APE contains frequently flooded soils within floodplain settings. Soils data were reviewed from the U.S. Department of Agriculture (USDA) Natural Resources Conservatino Service (NRCS) Web Soil Survey (USDA 2020). Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 6 Figure 2.1: Topographic Setting Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 7 Figure 2.2: Geologic Setting Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 8 Figure 2.3: Soil Map Units Located Within and Adjacent to the APE Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 9 Table 2.1: Soils Located within and Adjacent to the APE Soil Map Unit Description Approximate Percentage of the APE 21 – Crosstell fine sandy loam, 1 to 3 percent slopes - This component is described as fine sandy loam located on ridges. Typical Bt1 subsoil horizon depth is 5 to 16 in (13 to 41 cm). Depth to a root restrictive layer or bedrock is 40 to 60 in (101 to 152 cm) to densic bedrock. The natural drainage class is moderately well drained. 5.2 27– Frio silty clay, frequently flooded - This component is described as silty clay located in floodplains. Typical Bk subsoil horizon depth is 40 to 80 in (102 to 203 cm). Depth to a root restrictive layer or bedrock is more than 80 in (203 cm). The natural drainage class is well drained. 14.7 57 – Ponder clay loam, 1 to 3 percent slopes - This component is described as silty clay located on ridges. Typical Bt1 subsoil horizon depth is 7 to 17 in (18 to 43 cm). Depth to a root restrictive layer or bedrock is more than 80 in (203 cm). The natural drainage class is moderately well drained. 7.0 58 – Ponder-Urban land complex, 0 to 3 percent slopes - This component is described as clay located on stream terraces. Typical Bt1 subsoil horizon depth is 7 to 17 in (18 to 43 cm). Depth to a root restrictive layer or bedrock is more than 80 in (203 cm). The natural drainage class is moderately well drained. <0.1 65 – Sanger-clay, 1 to 3 percent slopes - This component is described as clay located on ridges. Typical Bkss2 subsoil horizon depth is 38 to 55 in (97 to 140 cm). Depth to a root restrictive layer or bedrock is more than 80 in (203 cm). The natural drainage class is well drained. 17.1 67 – Sanger-Urban land complex, 1 to 5 percent slopes - This component is described as clay located on ridges. Typical Bkss2 subsoil horizon depth is 38 to 55 in (97 to 140 cm). Depth to a root restrictive layer or bedrock is more than 80 in (203 cm). The natural drainage class is moderately well drained. 12.1 70 – Silawa fine sandy loam, 3 to 8 percent slopes - This component is described as fine sandy loam located on stream terraces. Typical Bt subsoil horizon depth is 13 to 38 in (33 to 97 cm). Depth to a root restrictive layer or bedrock is more than 80 in (203 cm). The natural drainage class is well drained. 26.4 73 – Slidwell clay, 0 to 1 percent slopes - This component is described as clay located on ridges. Typical Bss subsoil horizon depth is 19 to 24 in (48 to 81 cm). Depth to a root restrictive layer or bedrock is more than 80 in (203 cm). The natural drainage class is moderately well drained. 11.9 74 – Slidwell clay, 1 to 3 percent slopes - This component is described as clay located on ridges. Typical Bss subsoil horizon depth is 19 to 24 in (48 to 81 cm). Depth to a root restrictive layer or bedrock is more than 80 in (203 cm). The natural drainage class is moderately well drained. 1.7 84 – Wilson clay loam, 0 to 2 percent slopes - This component is described as clay loam located on stream terraces. Typical Btss subsoil horizon depth is 7 to 31 in (18 to 79 cm). Depth to a root restrictive layer or bedrock is more than 80 in (203 cm). The natural drainage class is moderately well drained. 1.7 85 – Wilson-Urban land complex, 0 to 2 percent slopes - This component is described as clay loam located on paleoterraces. Typical Btkssgy1 subsoil horizon depth is 20 to 32 in (51 to 81 cm). Depth to a root restrictive layer or bedrock is more than 80 in (203 cm). The natural drainage class is moderately well drained. 2.3 Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 10 This page intentionally left blank Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 11 CHAPTER 3: CULTURAL BACKGROUND 3.1 Previous Investigations A file search within the Texas Archeological Sites Atlas (TASA) and the Texas Historic Sites Atlas (THSA), maintained by the THC, indicated there are no previously recorded archeological sites or National Register properties within the APE (TASA 2020; THSA 2020). TASA records identified seven previously conducted archeological surveys and two previously recorded archeological sites within 1 mi of the APE (Tables 3.1 and 3.2; Figure 3.1). The eastern terminus of the APE overlaps a previous survey conducted by AR Consultants, Inc. (ARC) for the City of Fort Worth under Texas Antiquities Permit No. (TAP) 5601 (TASA 2020). During the intensive survey that included backhoe trenching, a historic age site (41TR240) was recorded approximately 2 mi south of the proposed APE. No prehistoric cultural deposits were encountered along Village Creek or within its broad floodplain (Davis et al. 2017). Everman Cemetery is located south of East Enon Avenue but will not be impacted by construction activities associated with this project. Table 3.1: Previously Conducted Archeological Surveys within 1 Mi of the APE Agency TAP No. Firm/Institution Date Survey Type Location (Approximate) Environmental Protection Agency (EPA) N/A N/A 1980 Linear 0.40 mi north of the APE USACE – Fort Worth District N/A N/A 1987 Linear 0.27 mi south of the APE FGWA N/A N/A 1992 Linear 0.74 mi south of the APE Texas Natural Resources Conservation Commission N/A ARC 2001 Area 0.28 mi southeast of the APE Tarrant Regional Water District 6349 AmaTerra 2012 Area 0.2 mi east of the APE City of Fort Worth, USACE 5601 ARC 2017 Area Overlaps eastern terminus of APE USACE – Fort Worth District N/A ARC 2020 Area 0.09 mi west of the APE Table 3.2: Previously Recorded Archeological Sites within 1 Mi of the APE Site Trinomial Time Period Site Type Site Size Depth Extent Cultural Materials Topographic Setting Reference 41TR134 Prehistoric Open Campsite 300 x 200 m 0-30 cm Lithic debris, non-diagnostic stone tools (scrapers, cores, grinding stones, hammerstones, point fragments), diagnostic projectile points (Edgewood, Ellis, Elam, Gary, Scallorn), fire-cracked rock Stream terrace Hanson 1995 41TR136 Prehistoric Open Campsite 500 x 100 m 0-20 cm Lithic debris, non-diagnostic tools (scrapers, point fragments, cores, hammerstones, grinding stones), diagnostic projectile points (Alba, Bonham, Scallorn), pit feature containing charcoal, burned bone fragments, debitage, tool fragments; historic ceramic, glass, and metal Stream terrace Hanson 1994 Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 12 Figure 3.1: Previous Investigations Within 1 Mile of the APE Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 13 3.2 Cultural Resources Potential 3.2.1 Disturbance Analysis During the background review, it was determined that the APE was used regularly for agricultural and ranching purposes since 1942 and presumably since the late 19th or early 20th century. According to historical maps, a section of the APE was located within a small farming community known as Enon. By 1920, the community was no longer identified on maps at the intersection of Enon Avenue and Forest Hill Drive. Two farmsteads identified on historical maps as early as 1920 remained at the intersection until the late 1980s. During the decline of Enon, the town of Everman emerged due west. According to historical aerial photographs, as Everman grew, a residential neighborhood was constructed through the western section of the APE in the mid-to-late 1940s. Another residential subdivision was developed north of the Enon intersection in the 1950s. By the early 1980s, East Enon Avenue was lined with houses and businesses except for a few agricultural fields and Everman Cemetery. Properties within and adjacent to the APE that were not impacted by 20th century residential and commercial development appear to have remained mostly agricultural. In the eastern half of the APE, a 1942 historical aerial photograph indicates agricultural fields were historically modified to create artificial terraces along the unnamed tributary of Village Creek. Currently, the eastern half of the APE is primarily used for agriculture except for a few areas. An electrical substation was constructed north of the intersection of Anglin Drive and Everman Kennedale Road in the 1970s. At the same time, multiple elevated transmission lines and towers were erected in the area, including a corridor through the APE. This corridor was cleared of trees and has been maintained to present. An aerial photograph dating to 2005 depicts an access road to a gas well pad site was constructed through the APE beginning at the corner of Anglin Circle. Recently, a pipeline was installed through the eastern APE terminus. Approximately 86 percent of the APE is within the permanent easement of an existing sanitary sewer pipeline installed in the mid-to-late 20th century. 3.2.2 Prehistoric Resource Potential The Texas Department of Transportation (TxDOT) Potential Archeological Liability Maps (PALMs) examines “the character and classification of the soils and assesses the shallow and deep geoarcheological potential or the likelihood that soils could contain buried cultural materials in reasonable context (i.e., historic/recent disturbances, landscape setting, and soils data) for each soil series” (Abbott 2011:161). The TxDOT PALM model identifies where sites are likely to be preserved in a reasonable context versus indicating where sites are likely to exist (Abbott 2001:154, 2011:179). “The resolution of the PALM is appropriate to the scale of landform mapping (1:24,000)” (Abbott 2011:175). Any analysis of the data beyond the scale of mapping can result in a misunderstanding of the detail of mapping (Abbott 2011). Due to the more detailed evaluation required to accurately evaluate cultural resources potential for field methodology development (typically 1:7,000 or less), the cultural resources potential evaluation, presented in this scope, includes an assessment of the PALM results at a more detailed level to determine if the APE has retained a reasonable degree of contextual integrity, as assumed by the PALM model. A reasonable context is evaluated through a review of historical and modern aerial photographs to evaluate the level of previous ground disturbance that has transpired within a given area. The field methods for assessing the presence of archeological sites are presented in Chapter 4. Prehistoric archeological sites are rare within the Village Creek watershed. Recorded sites near Village Creek are typically identified as open campsites characterized by scatters of lithic debitage, stone tools, and hearth features. The TxDOT PALM for Tarrant County indicates that the majority of the APE featured a moderate to high potential for containing shallowly buried archeological deposits and deeply buried archeological deposits with reasonable contextual integrity. The remaining portions of the project area within residential developments featured a negligible potential for containing shallow and deeply buried archeological deposits. During background review, it was determined that areas of moderate potential indicated within the TxDOT PALM were located within portions of the project area that have been Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 14 previously disturbed by pipeline installation. As such, the APE west of Anglin Drive had a low to negligible potential for containing intact cultural deposits. However, based on background research, the 1,805 ft section of proposed pipeline east of Anglin Drive contained a moderate potential for shallowly buried resources and a moderate to high potential for deeply buried prehistoric cultural resources. The area of the proposed temporary access road has retained a low to moderate potential for prehistoric archeological deposits. 3.2.3 Historic-Period Resource Potential Historic-period resources within North-Central Texas are primarily related to farmsteads, houses, and associated outbuildings and structures that date from the mid-19th to the mid-20th centuries. Typically, these types of resources are located along old roadways, but can be located along railroads, streams, and open pastures. Although, determining the presence of the earliest of these buildings and structures is problematic, maps depicting the locations of these features are available post-1895. The proposed sanitary sewer line will be installed within the existing permanent easement along the northern boundary of Everman Cemetery. According to a historical marker for the property, the cemetery was established in 1882 as a graveyard for the Morris family and later became a community cemetery for the town of Everman. Currently, the cemetery is still active. The proposed plans in this portion of the APE calls for the in-place replacement of existing pipeline and will not impact the cemetery. Historical and modern aerial photographs show that the APE and much of the surrounding area was used for agricultural fields or pasture. This was verified on historical aerial photography dating to 1942. The 1895 Sam Street’s Map of Tarrant County illustrates multiple buildings in the vicinity of the APE. Some of these buildings, including a gin, were part of the former community of Enon. By 1990, all historic-age buildings located at the intersection had been demolished. No additional buildings or structures were identified within the APE corridor on historical aerial photographs. Based on background research and previous ground disturbances, the potential for encountering historic-age cultural resources was considered low. Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 15 CHAPTER 4: METHODOLOGY Prior to fieldwork, IES staff conducted historical and archeological records reviews to determine the locations of previously recorded cultural resources within the APE and within a 1-mi radius of the direct APE (see Section 3.1). IES staff also reviewed ecological, geologic, and soils data, as well as historical and modern topographic maps and aerial photography of the APE. As this survey was permitted by the THC prior to 08 October 2020, the methods utilized during this survey meet the minimum archeological survey standards for field investigations recommended by the CTA and adopted by the THC in 2020 (CTA 2020). 4.1 Background Methods 4.1.1 Background Research In addition to the TASA review, several additional sources were referenced to determine the overall potential for encountering cultural resources within the APE. These sources included the Soil Survey of Tarrant County, Texas, Geologic Atlas of Texas (Dallas Sheet), USGS topographic maps, the USDA NRCS digital soil database for Tarrant County, the Texas Historic Overlay (THO) georeferenced maps, TxDOT PALM data, and both past and current aerial photography. Prior to field investigations, a suite of sources including historic maps and aerial photographs encompassing the survey area were reviewed to determine former land use patterns and the locations of historic-age (e.g., greater than 50 years old) structures within the direct APE and indirect APE. 4.2 Survey Methods 4.2.1 Pedestrian Survey The pedestrian reconnaissance survey consisted of visual examination of the ground surface and existing subsurface exposures for evidence of archeological sites and historic-age architectural resources within the APE. As the project primarily pertains to the replacement of existing pipeline, the pedestrian survey was limited to the 1,805 ft-long section of new pipeline between STA 10+43+43.69 to STA 28+54.96 and the approximate 528 ft-long proposed access road. In these areas, the pedestrian survey consisted of a single transect scheme. All other areas of the APE containing high levels of disturbance were photographed to document the lack of potential for intact archeological deposits. Other documentation methods included narrative notes, and maps. 4.2.2 Intensive Survey 4.2.2.1 Shovel Testing Shovel tests were excavated to depths of 80 cm below surface (cmbs) or to culturally sterile deposits, typically the argillic (Bt) subsoil horizon in this area, along previously undeveloped portions of the APE. Each shovel test was at least 30 cm in diameter and was manually excavated in levels not exceeding 20 cm in thickness. Excavated soil was screened through 0.25-in (0.64-cm) hardware mesh to facilitate the recovery of buried cultural materials. If clay content was high and could not be efficiently screened, the excavated soil was manually troweled and inspected for artifacts. Additionally, the physical properties of each natural stratigraphic level were recorded. All shovel test locations were recorded and plotted using hand-held Global Positioning System (GPS) units. Investigators documented the results of each shovel test on standardized forms. For linear projects, the CTA archeological survey standards require that 16 shovel tests be excavated per transect for every 1 mi of APE length (CTA 2020). However, shovel testing was limited to the area of the proposed approximate 528 ft (161 m)-long temporary access road. As such, approximately 2 shovel tests were required within this section of the APE. Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 16 4.2.2.2 Backhoe Trenching Due to the depth of the proposed impacts and the high potential for deeply-buried archeological sites within the Village Creek floodplain, backhoe trenching was conducted within the eastern 1,805 ft of the APE. Backhoe trenching was systematically excavated at approximate 656 ft intervals within portions of the APE. However, each specific trench location was selected based on survey observations and targeted within areas that contained the highest potential for deeply buried archeological sites. Through a review of preliminary design plans it was anticipated that a maximum of four trenches would be systematically excavated within the APE. However, due to rights-of-entry (ROE) restrictions, vegetation, and existing utilities, only three trenches were excavated. Backhoe trenches averaged 6 m (20 ft) in length by 1.2 m (4 ft) in width and were excavated to a maximum depth of 2.1 m (7 ft). When a trench was excavated to a depth of approximately 1.6 m, an Occupational Safety and Health Administration (OSHA) competent field supervisor assessed the stability of the trench prior to recording soil data. If soil stability was low, the trench was widened through benching and/or limited to a safe depth for detailed recording of the soil profile. Investigators documented the results of each backhoe trench on standardized forms. The physical properties of each natural stratigraphic level were recorded. All backhoe trench locations were recorded and plotted using hand-held GPS units. After each trench had been recorded, the backhoe continued excavation. Backhoe trench profiles were monitored for the presence of archeological materials. Approximately 20 liters (5 gallons) of soil were screened through 0.25-in (0.64-cm) hardware mesh from every third excavator bucket load during excavation. The remaining excavated soil was visually inspected as it is placed on the spoil pile. 4.3 Curation This survey employed a non-collection strategy. No artifacts were observed on the ground surface or encountered within excavations. Project-related records, field notes, photographs, forms, and other documentation will be organized to curation facility standards. All project records were temporarily stored at the IES office and are permanently curated at the CAR at UTSA. Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 17 CHAPTER 5: RESULTS The archeological inventory for the Hanna Ranch Sanitary Sewer Improvements Project was conducted on 30 October 2020. Through previous coordination with the THC, it was determined that only a 3.8-ac portion of the project had potential to impact cultural deposits and would require intensive survey. The intensive survey consisted of both systematic shovel testing and backhoe trenching to sufficiently assess the varying vertical impacts of the APE. No cultural resources were encountered during the survey. 5.1 Survey Results 5.1.1 Pedestrian Reconnaissance Survey Pedestrian survey verified the past ground disturbances outlined in Chapter 3 and assisted in identifying areas that could potentially contain archeological deposits. Although it was determined that 3.8 ac of the total 28-ac-APE required intensive survey, the remaining 24.2 ac were visually inspected. The majority of this portion of the APE featured regularly maintained rights-of-way (ROW) with incised drainage ditches, buried utilities, and roadway intersections (Appendix B, Photographs 1 through 13). IES archeologists identified buried utilities within the incised existing ROW adjacent to Everman Cemetery (Appendix B, Photographs 6 through 8). Headstones located in proximity to the existing ROW featured modern dates. 5.1.2 Intensive Survey An intensive survey was conducted within portions of the APE with the potential for archeological resources that did not contain existing subsurface utility lines. These areas included a 528-ft-long proposed access road occupying an open, overgrown field and the eastern 1,805 ft of moderately dense forested growth within and surrounding the unnamed tributary of Village Creek. During the intensive survey, two shovel tests and three backhoe trenches were excavated within the APE (Figure 5.1; Appendix C). No cultural deposits were encountered within any of the shovel tests or backhoe trenches. 5.1.2.1 Shovel Testing Soils exposed within shovel tests generally revealed a profile that transitioned from dark grayish brown (10YR 4/2) clay loam to brown (10YR 5/3) clay between 25 to 30 cmbs. The lower stratum contained significant quantities of eroded bedrock inclusions that increased with depth. Shovel testing was terminated based on the presence of the eroded bedrock within the lower stratum. 5.1.2.2 Backhoe Trenching Backhoe Trench (BHT)1 was excavated directly north of the unnamed tributary (see Figure 5.1; Appendix D). The soil profile exposed within BHT1 consisted of a surface layer of very dark grayish brown (10YR 3/2) sandy loam to a depth of 25 cmbs (Appendix B, Photographs 14 and 17). Significant quantities of roots and other organics were present. This overlaid a stratum of dark brown (10YR 3/3) sandy clay loam to a depth of 53 cmbs with larger root inclusions. Between 53 and 120 cmbs, a layer of very dark grayish brown (10YR 3/2) sandy loam was encountered. This stratum featured 10 percent clay mottling. Soils transitioned to a dark yellowish brown (10YR 4/6) clay loam to a depth of 180 cmbs with significant quantities of calcium carbonate inclusions. BHT1 was excavated to a total depth of 180 cmbs. The upper strata were significantly damp due to recent rainfall. Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 18 Figure 5.1: Survey Results Map Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 19 BHT2 was excavated approximately 17 m east of the unnamed tributary. This side of the tributary bank was significantly higher in elevation than that of BHT1 and featured a significantly shallower profile. The soil profile exposed within BHT2 consisted of a surface layer of dark brown (7.5YR 3/3) sandy clay loam to a depth of 18 cmbs with large roots and other organic inclusions (Appendix B, Photographs 18 and 19). This overlaid a stratum of strong brown (7.5YR 4/6) sandy clay loam to a depth of 64 cmbs. The quantities of roots and other organic inclusions were greatly reduced within this stratum. Very few calcium carbonate inclusions were present towards the lower boundary of this stratum. Between 64 cmbs and 97 cmbs, a layer of yellowish brown (10YR 5/6) clay loam was encountered. Calcium carbonate inclusions drastically increased in quantity. BHT2 was excavated to a depth of 97 cmbs when inclusions approached 40 percent. BHT3 was excavated between the existing pavement of Everman Kennedale Road and the bar ditch. The soil profile exposed within BHT3 consisted of a surface layer of very dark grayish brown (10YR 3/2) clay loam to a depth of 71 cmbs (Appendix B, Photographs 20 and 22). Within the upper 40 cm, modern debris and common road gravels were encountered. This overlaid a stratum of dark yellowish brown (10YR 4/4) clay loam to a depth of 180 cmbs. Between 180 and 210 cmbs, a layer of firm dark yellowish brown (10YR 4/4) clay loam was encountered with common calcium carbonate inclusions. BHT3 was excavated to a depth of 210 cmbs. Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 20 This page intentionally left blank Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 21 CHAPTER 6: SUMMARY AND RECOMMENDATIONS During this cultural resources survey for the Hanna Ranch Sanitary Sewer Improvements Project, the entire 3-mi-long (28-ac) APE was inspected through pedestrian reconnaissance survey and 3.9 ac of the APE were subjected to intensive survey. In total, two shovel tests and three mechanically excavated backhoe trenches were excavated within the APE. No cultural resources were encountered within the APE during the survey. Therefore, it is the recommendation of IES that the Hanna Ranch Sanitary Sewer Improvements Project be permitted to continue without the need for further cultural resource investigations. However, if any cultural resources are encountered during construction, the operators should immediately stop construction activities in the area of the inadvertent discovery. The project cultural resources consultant should then be contacted to initiate further consultation with the THC prior to resuming construction activities. In addition, if project designs change, and areas outside the APE detailed within this report are to be impacted, additional field investigations may be required. Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 22 This page intentionally left blank Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 23 CHAPTER 7: REFERENCES CITED Abbott, J. T. 2001 “Houston Area Geoarcheology: A Framework for Archeological Investigation, Interpretation, and Cultural Resources Management in the Houston Highway District.” Index of Texas Archaeology: Open Access Gray Literature from the Lone Star State. Vol. 2001, Article 20. 2011 “Geoarcheology of North-Central Texas: A Framework for Archeological Investigation, Interpretation, and Cultural Resources Management in the Fort Worth Highway District.” Report 130, Archeological Studies Program, Environmental Affairs Division, Texas Department of Transportation. Council of Texas Archeologists (CTA) 1992 Guidelines for Cultural Resource Management Reports. CTA Newsletter 16(1). 2020 Revised Archeological Survey Standards for Texas. CTA Newsletter 44(1). Davis, Cody S., Rebecca Shelton, Nick Coleman, and Cameron Turley 2017 Archaeological Survey of the Sanitary Sewer Main M257 Parallel Relief Along Village Creek, Parts 1 & 2, Tarrant County, Texas. Cultural Resources Report 2017-09. AR Consultants, Inc., Dallas. Estaville, L., and R. Earl 2008 Texas Water Atlas. Texas A&M University Press, College Station. Griffith, Glenn, Sandy Bryce, James Omernik, and Anne Rogers 2007 Ecoregions of Texas. Texas Commission on Environmental Quality. Hill, R. T. 1901 The Topography and Geology of the Cross Timbers and Surrounding Regions in North Texas. American Journal of Science 33(196): 291–303. McGowen, J. H., C. V. Proctor, W. T. Haenggi, D. F. Reaser, and V. E. Barnes 1987 Geological Atlas of Texas, Dallas Sheet. The University of Texas at Austin. Ressel, D. 1981 Soil Survey of Tarrant County, Texas. United States Department of Agriculture, Soil Conservation Service, in cooperation with Texas Agricultural Experiment Station. Texas Archeological Sites Atlas (TASA) 2020 Texas Archeological Sites Atlas. s.v. “Tarrant County” http://nueces.thc.state.tx.us/ (accessed October 2020). Texas Historic Sites Atlas (THSA) 2020 Texas Historic Sites Atlas. s.v. “Tarrant County” http://nueces.thc.state.tx.us/ (accessed October 2020). U.S. Department of Agriculture (USDA) 2020 U.S. Department of Agriculture – National Resources Conservation Service, http://websoilsurvey.nrcs.usda.gov/app/HomePage.htm (accessed October 2020). Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Page 24 U.S. Geological Survey (USGS) 2020 U.S. Department of the Interior Mineral Resources On-Line Spatial Data Website. http://mrdata.usgs.gov/sgmc/tx.html (accessed October 2020). Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report APPENDIX A Project Designs Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report APPENDIX B Photograph Location Map and Project Photographs Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Photograph 1: Western terminus of APE, facing west. Photograph 2: Typical developed section of the APE, facing west. Photograph 3: Typical developed section of the APE, facing west. Photograph 4: Typical setting within ROW, facing east. Photograph 5: Typical setting within ROW showing extensive utilities, facing west. Photograph 6: ROW abutting cemetery showing existing headstones and utilities, facing east. Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Photograph 7: Typical developed section of the APE, facing east. Photograph 8: ROW abutting cemetery showing existing headstones and utilities, facing west. Photograph 9: Typical developed section of the APE, facing west. Photograph 10: APE abutting generally open ranches, facing west. Photograph 11: APE abutting unnamed tributary (left of photograph), facing east. Photograph 12: Lowland portion of APE, facing east. Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Photograph 13: Restricted eastern terminus of APE, facing west. Photograph 14: General lowland setting within and surrounding BHT1, facing east. Photograph 15: General lowland setting within and surrounding BHT1, facing east. Photograph 16: BHT1 profile at 150 cmbs, facing east. Photograph 17: BHT1 profile at 180 cmbs, facing east. Photograph 18: General setting abutting BHT2, facing west. Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report Photograph 19: BHT2 profile at 97 cmbs, facing south. Photograph 20: BHT3 profile at 147 cmbs, facing south. Photograph 21: BHT3 profile at 210 cmbs, facing south. Photograph 22: BHT3, Zone 3 soil matrix and insclusions . Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report APPENDIX C Shovel Test Log General APE brown (10YR 5/3) clay Reason for Termination: Eroded bedrock ST1 Setting: Open field Excavator: Chapman 0 - 25 25 - 30 dark grayish brown (10YR 4/2) clay loam Negative General APE brown (10YR 5/3) clay Reason for Termination: Eroded bedrock ST2 Setting: Open field Excavator: Chapman 0 - 30 30 - 40 dark grayish brown (10YR 4/2) clay loam Negative Depth Soil Matrix Comments Cultural Materials Shovel Test Log ST No Hanna Ranch Sanitary Sewer Improvements Project Cultural Resources Survey Report IES Project No. 04.271.005 Frequent coarse calcium carbonate Frequent coarse calcium carbonate Hanna Ranch Sanitary Sewer Improvements Project IES Project No. 04.271.005 Cultural Resources Survey Report APPENDIX D Backhoe Trench Log Landuse: open field adjacent to creekLandform: floodplain dark brown (10YR 3/3) sandy clay loam very dark grayish brown (10YR 3/2) sandy loam 30% calcium carbonate General APE 53 - 120 IV I smoothloose firm fine fine subangular blocky Negative trench floor120 - 180 smooth Recorded by: Chapman granular III abrupt dark yellowish brown (10YR 4/6) clay loam roots, rootlets, damp smooth BHT1 diffusedII 25 - 53 loose granular 0 - 25 fine 10% clay mottling, dampvery dark grayish brown (10YR 3/2) sandy loam trench floor clear firm roots, damp subangular blocky fine Landuse: open field adjacent to creekLandform: floodplain margin strong brown (7.5YR 4/6) sandy clay loam dark brown (7.5YR 3/3) sandy clay loam General APE 64 - 97 I smoothfirm firm fine subangular blocky Negativesmooth Recorded by: Clark granular III trench floor roots, organics trench floor BHT2 abruptII 18 - 64 loose subangular blocky 0 - 18 fine 40% calcium carbonateyellowish brown (10YR 5/6) clay loam diffused few roots and organics, very few calcium carbonate, 20% mottlingfine Landuse: ROWLandform: floodplain dark yellowish brown (10YR 4/4) clay loam very dark grayish brown (10YR 3/2) clay loam General APE 180 - 210 I smoothfirm rigid fine subangular blocky Negativesmooth Recorded by: Chapman subangular blocky III trench floor roots, organics, frequent road gravel, modern debris, modern bone trench floor BHT3 diffusedII 71 - 180 friable subangular blocky 0 - 71 fine m. fungus, 10% calcium carbonatedark yellowish brown (10YR 4/4) clay loam clear rootletsfine Soil DescriptionZone Matrix Attributes Backhoe Trench Log Depth (cmbs)Mottles and Inclusions Cultural ComponentLower BoundaryID IES Project No: 04.271.005Hanna Ranch Sanitary Sewer Improvements Project Cultural Resources Survey Report CITY OF FORT WORTH Sanitary Sewer Interceptor Improvements M-329 and M-295 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102152 Revised July 1, 2011 GR-01 60 00 Product Requirements Approval Spec No.Classification Manufacturer Model No.National Spec Concrete 9/9/2022 03 30 00 Mix Design American Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 9/9/2022 03 30 00 Mix Design American Concrete Company 01JAF382 1000 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design American Concrete Company 40CNF065 4000 psi Concrete for Manholes & Utility Structures 9/9/2022 03 30 00 Mix Design American Concrete Company 45CAF076 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001737 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001791 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001793 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001103 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000002107 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001273 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001617 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000008381 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Argos D10000009857 50 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Argos D10000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter 9/9/2022 03 30 00 Mix Design Argos D1000001043S 3000 psi Concrete for Sidewalks, Curbs 9/9/2022 03 30 00 Mix Design Argos D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Argos D1000001615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 9/9/2022 03 30 00 Mix Design Argos D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 9/9/2022 03 30 00 Mix Design Argos D10000001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/9/2022 03 30 00 Mix Design Argos D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/9/2022 03 30 00 Mix Design Argos D10000001685 4000 psi Concrete for Valve Pads 9/9/2022 03 30 00 Mix Design Argos D10000005751 750 Psi Concrete Base for Trench Repair 9/9/2022 03 30 00 Mix Design Argos D10000001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 9/9/2022 03 30 00 Mix Design Big D Concrete 7SKGRT 3000 psi Concrete for Grouting 9/9/2022 03 30 00 Mix Design Big D Concrete 14500AE 4500 psi Concrete for High Early Strength Paving 5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Big Town Concrete 452065-1 4500 psi hand placed paving 9/9/2022 03 30 00 Mix Design Big Town Concrete 450065-1 4500 psi hand placed paving 9/9/2022 03 30 00 Mix Design Burnco Texas 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 9/9/2022 03 30 00 Mix Design Burnco Texas 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Burnco Texas 55U120AG 4000 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Burnco Texas 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Burnco Texas 30U101AG 3000 psi Concrete Mix for Flatwork 9/9/2022 03 30 00 Mix Design Burnco Texas 30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Burnco Texas 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls, Collars 9/9/2022 03 30 00 Mix Design Burnco Texas 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Burnco Texas 08Y450BA 800 psi Concrete Mix for Base for Trench Repair 9/9/2022 03 30 00 Mix Design Burnco Texas 01Y690BF 100 psi Concrete Mix for Flowable Fill 1/8/2024 03 30 00 Mix Design Burnco Texas 36U502BG / 5.74 Sacks / 3,600 psi Concrete Mix for Lighting & Traffic Signal Foundations 4/1/2023 03 34 16 Mix Design Burnco Texas 10YH50BF 1000 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602021 4500 psi concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC552091 3600 psi for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602091 3600 psi for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC359101 Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Carder Concrete FWFF237501 Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 9/9/2022 03 30 00 Mix Design Charley's Concrete 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 9/9/2022 03 30 00 Mix Design Charley's Concrete 4518 4000 psi Concrete for Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Charley's Concrete 5167 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Charley's Concrete 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 9/9/2022 03 30 00 Mix Design Charley's Concrete 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 9/9/2022 03 30 00 Mix Design Charley's Concrete 4502 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Charley's Concrete 3759 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Charley's Concrete 1502 150 psi Concrete for Flowable Fill-CLSM 9/9/2022 03 30 00 Mix Design Charley's Concrete 1518 150 Psi Concrete for Flowable Fill-CLSM 9/9/2022 03 30 00 Mix Design Charley's Concrete 5642 4000 psi Concrete for Storm Drain Structures 9/9/2022 03 30 00 Mix Design Charley's Concrete 6595 5000 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Charley's Concrete 6589 4500 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi Concrete for Driveways, Curb & Gutter 9/9/2022 03 30 00 Mix Design City Concrete Company 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/08/2024 Approval Spec No.Classification Manufacturer Model No.National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/08/2024 Concrete (Continued) 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA25II 3000 psi Concrete for Rip-Rap 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 9/9/2022 03 30 00 Mix Design City Concrete Company 45NG25II 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design City Concrete Company 50QG25II 3600 psi Slurry Displaced Drilled Shaft 9/9/2022 03 30 00 Mix Design City Concrete Company 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36JA001J 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 11/16/2022 03 30 00 Mix Design City Concrete Company CLNG25II 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9-S-2 70 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 330-S8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-1NC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast-in-Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast-in-Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 34 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 6/21/2023 03 30 00 Mix Design Cow Town Redi Mix 360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1/18/2023 03 30 00 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCHV5 4000 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-C56PS5D5 4000 psi Concrete Machine Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-10MQS50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 4/7/2023 03 30 00 mix Design Ingram Concrete & Aggregates 10LQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc.1551 3000 psi Concrete Mix for Blocking Approval Spec No.Classification Manufacturer Model No.National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/08/2024 Concrete(Continued) 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc.5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc.1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 4 30 00 Mix Design Holcim - SOR, Inc.2125 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc.1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc.5409 4000 psi Concrete Mix for Sidewalks, Inlets 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc.5507 4500 psi Concrete Mix for Hand Placed Paving 12/15/2022 3 30 00 Mix Design Holcim - SOR, Inc.3741 100 psi concrete for flowable fill/CSLM 9/9/2022 04 30 00 Mix Design Holcim - SOR, Inc.5017 200 psi Concrete for Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc.9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc.1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 12/5/2022 4 30 00 Mix Design Holcim - SOR, Inc.1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc.1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 4/7/2023 03 30 00 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 4/27/2023 03 30 00 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach 4/7/2023 03 30 00 Mix Design Liquid Stone C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1/24/2023 03 30 00 Mix Design Liquid Stone C451DHR-A 4500psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable Fill/CLSM 9/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 9/9/2022 03 30 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141N27 4,000 psi Concrete for Machine Placed paving 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141K30 4,000 psi Concrete for Machine Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 34 13 13 Mix Design Martin Marietta R2146P36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 11/2/2022 32 13 13 Mix Design Martin Marietta R2141K24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 4/1/2023 32 13 20 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 4/1/2023 03 30 00 Mix Design Martin Marietta R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 4/1/2023 03 30 00 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Riprap 4/7/2023 32 13 20 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 4/7/2023 32 13 13 Mix Design Martin Marietta R2161K70 6,000 psi (3,000 psi @ 24 hrs.) for HES Paving 4/1/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Walls 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 4/1/2023 03 30 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Riprap Approval Spec No.Classification Manufacturer Model No.National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/08/2024 Concrete(Continued) 5/3/2023 03 30 00 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 6/1/2023 32 13 20 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 6/1/2023 32 13 20 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 6/27/2023 03 30 00 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 6/27/2023 03 30 00 Mix Design Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations 8/4/2023 03 30 00 Mix Design Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 8/4/2023 03 30 00 Mix Design Martin Marietta R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps 8/4/2023 32 13 20 Mix Design Martin Marietta R2141R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 8/4/2023 03 30 00 Mix Design Martin Marietta R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paving 8/30/2023 03 30 00 Mix Design Martin Marietta R2141R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta Q2141R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paving 11/20/2023 03 30 00 Mix Design Martin Marietta R2146R33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes 11/20/2023 03 30 00 Mix Design Martin Marietta R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes. 12/22/2023 32 13 13 Mix Design Martin Marietta R2146R44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving 12/22/2023 32 13 13 Mix Design Martin Marietta R2146K44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving 9/9/2022 32 13 20 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 9/12/2023 03 30 00 Mix Design NBR Ready Mix CLS P1-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A-YY / 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A-NY/ 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY / 6.50 Sacks / 4,500 psi Concrte for Hand Placed Paving 10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FILL / 150 psi concrete for Flowable 7/10/2023 03 30 00 Mix Desing Osburn 30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks 7/10/2023 32 13 13 Mix Design Osburn 45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi Concrete for Hand Placed Paving 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 9/9/2022 03 30 00 Mix Design Redi-Mix V0J11524 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 34 13 Mix Design Redi-Mix F0C10021 215 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Redi-Mix 10J11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix 10J11504 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Redi-Mix 10L11504 / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes 9/9/2022 03 30 00 Mix Design Redi-Mix 10L11524 / 6.00 Sacks / 4,000 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 30 00 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 9/29/2022 03 30 00 Mix Design Redi-Mix 10L21524 4000 psi Concrete Mix for Manholes 9/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast-in-Place Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 10L115E4 3600 psi Concrete Mix for Bridge substructures 9/9/2022 03 30 00 Mix Design Redi-Mix 156115D4 4000 psi Bridge Slabs 9/9/2022 03 34 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Redi-Mix F0D138VM 100 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Redi-Mix 10J11554 3000 psi Concrete Mix for Rip-Rap 9/9/2022 03 30 00 Mix Design Redi-Mix P0G138K9 1000 psi Concrete Mix for Trench Repair Base Material 9/9/2022 03 30 00 Mix Design Redi-Mix 10K11524 3600 psi Concrete Mix for Encasement 9/9/2022 03 30 00 Mix Design Redi-Mix 10N11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 10N11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 50K11524 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 10M115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 10M11524 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 10M11504 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 11/2/2022 03 30 00 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 10K115C4 3500 psi Concrete for Thrust Blocks, Valve Pads 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 10L115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 5/15/2023 03 30 00 Mix Design Redi-Mix 80L115D5 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 5/15/2023 03 30 00 Mix Design Redi-Mix 10N115D6 Slurry Displacement Shafts, Underwater Drilled shafts 9/9/2022 03 34 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 9/9/2022 03 34 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars 9/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving Approval Spec No.Classification Manufacturer Model No.National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/08/2024 Concrete(Continued) 9/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 9/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 2/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 psi Concrete for Hand Placed Paving 5/5/2023 03 30 00 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 9/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 11/30/2023 32 13 13 Mix Design Wildcatter Redi-Mix 3620AI / 6.00 Sacks / 3,600 psi Concrete Mix for Machine Placed Paving 11/20/2023 32 13 13 Mix Design Wildcatter Redi-Mix 4520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed paving 11/20/2023 03 30 00 Mix Design Wildcatter Redi-Mix 3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for Sidewalks and Inlets 11/30/2023 03 30 00 Mix Design Wildcatter Redi-Mix 4020AI / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks and Inlets 9/9/2022 03 30 00 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations Asphalt Paving 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt DA5D135965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B117965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B139965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B117.2 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1901D PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1112B PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1612B PG64-22 Type B Fine Base 11/20/2023 32 12 16 Mix Design Reynolds Asphalt 2101D PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Sunmount Paving 341DV6422 PG64-22 Type D Fine Surface 11/26/2022 32 12 16 Mix Design Sunmount Paving 340DV6422 PG64-22 Type D Fine Surface 12/5/2022 33 12 16 Mix Design Sunmount Paving 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Sunmount Paving 341-BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 222475 (1857) PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 29-222475-19 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 1-222475-20 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 12-222475-19 PG64-22 Type D Fine Surface Approval Spec No.Classification Manufacturer Model No.National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/08/2024 Detectable Warning Surface 9/9/2022 32 13 20 DWS - Pavers Pine Hall Brick (Winston Salem, NC)Tactile Pavers 9/9/2022 32 13 20 DWS - Pavers Western Brick Co. (Houston, TX)Detectable Warning Pavers 9/9/2022 32 13 20 DWS - Composite Engineered Plastics, Inc. (Williamsville, NY)Armor Tile 9/9/2022 32 13 20 DWS - Composite ADA Solutions (Wilmington, MA)Heritage Brick CIP Composite Paver 4/7/2023 32 13 20 DWS - Pavers ADA Solutions (Wilmington, MA)Detectable Warning Pavers Silicone Joint Sealant 9/9/2022 32 13 73 Joint Sealant Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Pecora 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Crafco RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utility Trench Embedment Sand 9/9/2022 33 05 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 (Size - **24" Dia.)ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 (Size - 32" Dia.)ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) (Size - 32" Dia.)ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 (Size - 32.25" Dia.)ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV (Size - 32" Dia.)ASTM A48 AASHTO M306 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST (Size - 24" Dia.)ASTM A48 AASHTO M306 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST (Size - 32" Dia.)ASTM A48 AASHTO M306 10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works)EJ1033 Z2/A (Size - 32.25" Dia.)ASTM A536 AASHTO M306 **Note: All new development and new installation manhole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Approval Spec No.Classification Manufacturer Model No.National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/08/2024 Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST** (Size - 10' X 3')ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST** (Size - 10' X 3')ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST** (Size - 10' X 4.5')ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST** (Size - 10' X 4.5')ASTM C913 10/8/2020 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP (Size - 4' X 4')ASTM C913 10/8/2020 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE (Size - 4' X 4')ASTM C913 10/8/2020 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP (Size - 5' X 5')ASTM C913 10/8/2020 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE (Size - 5' X 5')ASTM C913 10/8/2020 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP (Size - 6' X 6')ASTM C913 10/8/2020 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE (Size - 6' X 6')ASTM C913 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET** (Size - 10' X 3')ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET** (Size - 15' X 3')ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X 7')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP (Size - 4' X 4')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE (Size - 4' X 4')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size - 5' X 5')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP (Size - 6' X 6')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE (Size - 6' X 6')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP (Size - 7' X 7')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE (Size - 7' X 7')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER (Size - 7' X 7')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP (Size - 8' X 8')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE (Size - 8' X 8')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8')ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 4')ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5')ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6')ASTM 615 8/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole (Size - 4' X 4')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 4')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8')ASTM C478 8/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4')ASTM C433 8/28/2023 33 39 20 Curb Inlet 10 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 20' x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16 Storm Sewer - Pipes & Boxes 33-05-13 4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS)ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60")ASTM F2881 & AASHTO M330 8/28/2023 33 49 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger)ASTM C76, C655 8/28/2023 33 49 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various)ASTM C789, C850 10/12/2023 33 41 10 Storm Drain Pipes AmeriTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)ASTM C76, C506 10/12/2023 34 41 10 Culvert Box AmeriTex Pipe &Products Reinforced Concrete Box Culvert (size - Various))ASTM C1433,C1577 10/18/2023 35 41 10 Storm Drain Pipes The Turner Co.Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)ASTM C76, C506 10/18/2023 36 41 10 Culvert Box The Turner Co.Reinforced Concrete Box Culvert (size - Various)ASTM C1433,C1577 **Note: Pre-cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to be cast in-place. No exceptions to this requirement shall be allowed. Approval Spec No. Classsification Manufacturer Model No.National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K.Adeka Ultra-Seal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc.Flowtite ASTM 3753 Non-traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) *33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) *33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. *33 05 13 Manhole Frames and Covers McKinley Iron Works Inc.A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 33 05 13 Manhole Frames and Covers (Hinged)Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia. 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01/17 34 05 13 30" Dia. MH Ring and Cover (Lockable) CI SIP Industries 2280 (32")ASTM A 48 30" Dia. 12/05/23 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged (32")ASTM A 48 30" Dia. 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing 30" Dia. 10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) *33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. *33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. *33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. *33 05 13 Manhole Frames and Covers McKinley Iron Works Inc.WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) *33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48" *33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc.ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc.48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 33 39 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc.48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardscp 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amitech USA Meyer Polycrete Pipe Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 Wastewater Access Chamber Quickstream Solutions, Inc.Type 8 Maintenace Shaft (Poopit) For use when Std. MH cannot be installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious *E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc.Reliner MSP E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 E1-14 Manhole Rehab System (Liner)Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 * From Original Standard Products List 1 Approval Spec No. Classsification Manufacturer Model No.National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790 12/14/01 Coating for Corrosion protection(Exterior)ERTECH Series 20230 and 2100 (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/19/18 33 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) *33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. *33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. *33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc.LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc.TetherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc.Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) *33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C151 4" thru 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30" *33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co.AWWA C150, C151 *33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co.AWWA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/13) 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33 12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc.D025LTP02(Composite Body)2" Sewer - Pipes/Concrete *E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc.ASTM C 76 *E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 *E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76 * E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc.ASTM C 76 Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously * From Original Standard Products List 2 Approval Spec No. Classsification Manufacturer Model No.National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Sewer - Pipe/Fiberglass Reinforced/ 33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP)Hobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pipe (FRP)Ameron Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 33 31 13 Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe Group Thompson Pipe (Flowtite)ASTM D3262/D3754 03/07/23 33 31 13 Fiberglass Pipe (FRP)Future Pipe Industries Fiberstrong FRP Sewer - Pipe/Polymer Pipe 4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V 06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) *High-density polyethylene pipe Phillips Driscopipe, Inc.Opticore Ductile Polyethylene Pipe ASTM D 1248 8" *High-density polyethylene pipe Plexco Inc.ASTM D 1248 8" *High-density polyethylene pipe Polly Pipe, Inc.ASTM D 1248 8" High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) *33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle)SDR-26 (PS115)ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 (PS115)ASTM D 3034 4" thru 15" *33-31-20 PVC Sewer Pipe Lamson Vylon Pipe SDR-26 (PS115)ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe SDR-26 (PS115)ASTM D3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer PS 115 ASTM F 679 18" *33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle)PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" *33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake)Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 (PS 115)ASTM F679 18"- 24" 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC)GPK Products, Inc.SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake)SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp.SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake)SDR 26 PS 115 ASTM F-679 18"- 36" Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13) *Cured in Place Pipe Insituform Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813 05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA)Inliner Technology ASTM F 1216 Sewer - Pipes/Rehab/Fold & Form *Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipe Insituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp.EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pipes/Open Profile Large Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe,ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc.Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS)SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" ASTM D3262, ASTM D3681, ASTM D4161, AWWA M45 * From Original Standard Products List 3 Approval Spec No. Classsification Manufacturer Model No.National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Water - Appurtenances 33-12-10 (07/01/13) 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1" 10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-4-NL, FB1600-4-NL, B11-444-WR- NL, B22444-WR-NL, L28-44NL AWWA C800 1" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-24277N-3, B-20200N-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSF 61, ANSI/NSF 372 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3, B-24277N-3,H- 15000N, H-14276N, H-15525N AWWA C800, ANSF 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3,H-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc.#406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel)JCM Industries, Inc.415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel)Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel)Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc.DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc.DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc.DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) Water - Combination Air Release 33-31-70 (01/08/13) *E1-11 Combination Air Release Valve GA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" *E1-11 Combination Air Release Valve Multiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" *E1-11 Combination Air Release Valve Valve and Primer Corp.APCO #143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC)Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works)WaterMaster 5CD250 Water - Meters 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List 4 Approval Spec No. Classsification Manufacturer Model No.National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 AWWA C900, AWWA C605, ASTM D1784 4"-16" 12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR18 AWWA C900, AWWA C605, ASTM D1784 16"-18" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 4"-28" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 AWWA C900-16 UL 1285 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc.DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake)DR18 AWWA C900 16" - 24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake)DR14 AWWA C900 4"- 12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp.DR14 AWWA C900 4"- 12" Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc.Mechanical Joint Fittings AWWA C153 & C110 *E1-07 Ductile Iron Fittings Griffin Pipe Products, Co.Mechanical Joint Fittings AWWA C 110 *E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co.Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AWWA C111/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCE AWWA C111/C153 12" to 24" 08/10/98 E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.PVC Stargrip Series 4000 ASTM A536 AWWA C111 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.DIP Stargrip Series 3000 ASTM A536 AWWA C111 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AWWA C111 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe ASTM A536 AWWA C111 16"-24" Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255)AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247)AWWA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron)AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller *E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" *E1-26 Resilient Seated Gate Valve M&H 4" - 12" *E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co.Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co.Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co.AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co.16" RS GV (SD D-20995)AWWA C515 16" 11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co.Clow RW Valve (SD D-21652)AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co.Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" *E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes 08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" * From Original Standard Products List 5 Approval Spec No. Classsification Manufacturer Model No.National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) *E1-30 Rubber Seated Butterfly Valve Henry Pratt Co.AWWA C-504 24" *E1-30 Rubber Seated Butterfly Valve Mueller Co.AWWA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co.AWWA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson)AWWA C504 Butterfly Valve AWWA C-504 30"-54" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind.Standard Hardware AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 03/07/23 33 12 50 Water Sampling Station Eclipse Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller Hydroguard HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) Yellow Highlight indicates recent changes The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water * From Original Standard Products List 6