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HomeMy WebLinkAboutContract 52102CITY SECRETARY CONTRACT NO. i. �Y FORTWORTH CONTRACT FOR THE CONSTRUCTION OF UPPER -BIG FOSSIL CREED DRAINAGE BASIN RELIEF INTERCEPTOR City Project No. 02515 Betsy Price David Cooke Mayor City Manager Chris Harder Director, Water Department Steve Cooke Interim Director, Transportation and Public Works Department Prepared for The City of Fort Worth Water Department December 2018 Prepared by. tn to ague nail & pewkins 5237 NORTH RIVERSIDE DRIVE, SUITE 100 FORT WORTH, TEXAS 76137 (817) 336-5773 - TNP No. FTW 14342 TBPE REG 4 F-230 P.E. 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 3 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0032 15 Construction Project Schedule 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 It Bidders Prequalifications 004512 Prequalification Statement 00 45 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 - General Requirements 01 1100 Summary of Work 01 25 00 Substitution Procedures 013119 Preconstruction Meeting 01 31 20 Project Meetings 0132 16 Construction Progress Schedule 013233 Preconstruction Video 01 33 00 Submittals 0135 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 0157 13 Storm Water Pollution Prevention Plan 0158 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised February 2, 2016 City Project No. 02515 00 00 00 - 1 Addendum No. 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 3 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 31 - Earthwork 31 1000 Site Clearing Division 33 - Utilities 3305 10 Utility Trench Excavation, Embedment, and Backftll 33 05 26 Utility Markers/Locators 3331 12 Cured in Place Pipe (CIPP) 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 23 Sanitary Sewer Pipe Enlargement 3339 10 Cast -In -Place Concrete Manhole 33 39 20 Precast Concrete Manholes Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: hops ://prof egVoint.buzzsaw.comifortworthgov/ltesources/02%20- %a20Constructian%2ODocuments/Specification.-,?public Division 02 - Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 0334 13 Controlled Low Strength Material (CLSM) 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26 - Electrical None Division 31- Earthwork 31 25 00 Erosion and Sediment Control 31 37 00 Riprap Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 12 16 Asphalt Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro -Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised February 2, 2016 City Project No. 02515 00 00 00 - 3 Addendum No. 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 3 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 3303 10 Bypass Pumping of Existing Sewer Systems 33 04 50 Cleaning of Sewer Mains 3305 13 Frame, Cover and Grade Rings -Cast Iron 3305 13.01 Frame, Cover and Grade Rings -Composite 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 3305 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe 33 05 23 Hand Tunneling 33 05 24 installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 30 Location of Existing Utilities 33 11 05 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 1221 AWWA Rubber -Seated Butterfly Valves 33 1225 Connection to Existing Water Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems 3331 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 3331 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 33 31 22 Sanitary Sewer Slip Lining 33 31 50 Sanitary Sewer Service Connections and Service Line 33 39 30 Fiberglass Manholes 33 39 60 Epoxy Liners for Sanitary Sewer Structures 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 3349 10 Cast -in -Place Manholes and Junction Boxes Division 34 - Transportation 3471 13 Traffic Control Appendix Table of Contents GC-4.01 Availability of Lands GC-4,02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised February 2, 2016 City Project No. 02515 City of Fort Viiorth,, Texas Mayor and CouncH Communication COUNCIL ACTION: Approved on 3/19/2019 - Ordinance No. 23601-03-2019 DATE: Tuesday, March 19, 2019 REFERENCE NO.: **C-29071 LOG NAME: 60UBFM347BCVAR-CIRCLEC SUBJECT: Authorize Execution of Amendment No. 3 in the Amount of $166,706.00 to City Secretary Contract No. 47117 an Engineering Agreement with Teague Nall and Perkins, Inc., for a Revised Contract Amount of $678,091.00, Authorize Execution of a Contract with William J. Schultz, Inc. dba Circle C Construction Company, in the Amount of $13,006,286.25 for Upper Big Fossil Creek Drainage Basin Parallel Interceptor Improvements within the Upper Big Fossil Creek Drainage Basin, Provide for Project Costs for a Total Project Total in the Amount of $15,505,861.00, Adopt Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt and Adopt Appropriation Ordinance (COUNCIL DISTRICT 4) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt for the Upper Big Fossil Creek Drainage Basin Parallel Interceptor Improvements within the Upper Big Fossil Creek Drainage Basin Project; 2. Adopt the attached Appropriation Ordinance increasing estimated receipts and appropriations in the Water & Sewer Commercial Paper Fund in the amount of $14,339,476.00 for Upper Big Fossil Creek Drainage Basin Parallel Interceptor Improvements within the Upper Big Fossil Creek Drainage Basin; 3. Authorize the execution of Amendment No. 3 in the amount of $166,706.00 to City Secretary Contract No. 47117, an Engineering Agreement with Teague Nall and Perkins, Inc., for inspection services for Upper Big Fossil Creek Drainage Basin Parallel Interceptor Improvements within the Upper Big Fossil Creek Drainage Basin (City Project No. CO2515); and 4. Authorize the execution of a contract with William J. Schultz, Inc. dba Circle C Construction Company, in the amount of $13,006,286.25 for Upper Big Fossil Creek Drainage Basin Parallel Interceptor Improvements within the Upper Big Fossil Creek Drainage Basin (City Project No. CO2515). DISCUSSION: This Mayor and Council Communication provides for the construction of the Upper Big Fossil Creek Drainage Basin Parallel Interceptor Improvements within the Upper Big Fossil Creek Drainage Basin. On September 29, 2015, (M&C C-27488), the City authorized an engineering agreement in the amount of $449,945.00 with Teague Nall & Perkins, Inc., for Upper Big Fossil Creek Drainage Basin Parallel Interceptor Improvements within the Upper Big Fossil Creek Drainage Basin. The agreement was subsequently revised by Amendment No. 1 in the amount of $9,355.00 administratively authorized August 22, 2018 and Amendment No. 2 in the amount of $52,085.00 administratively authorized December 4, 2018. Amendment No. 3 will allow Teague Nall & Perkins, Inc., (TNP) to provide inspection services during construction of the project. Staff considers the proposed fee to be fair and reasonable for the scope of http://apps.cfwnet.orglecouncillprintme.asp?id=26821&print=True&DOeType=Print 3/21/2019 services proposed. Construction of the project was advertised for bid on December 20, 2018 and December 27, 2018 in the Fort Worth Star -Telegram. On January 31, 2019 the following bids were received: BIDDER AMOUNT TIME OF COMPLETION William J. Schultz, Inc. dba Circle C Construction $13,006,286.25 546 Calendar Days Company IThalle Construction Company $13,784,049.00 S. J. Louis Construction of Texas, Ltd. $16,175,584.14 Oscar Renda Contracting, Inc. ]$16,642,807:5:0] Jackson Construction, Ltd. $18,763,661.00 Mountain Cascade of Texas, LLC $19,471,905.00 In addition to the contract cost, $906,358.00 is required for Project Management, inspection and material testing and $260,125.00 is provided for project contingency. This project is anticipated to be included in a future revenue bond issue for the Water and Sewer Fund. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Callable Commercial Paper Program (CP) will be used to provide interim financing for this project until debt is issued. To the extent resources other than the Water and Sewer portfolio are used to provide interim financing, the Water and Sewer Fund will be charged interest that is equivalent to the overall rate of return being earned by the City portfolio (currently approximately one - percent annually). Should the City's portfolio not support the liquidity needed to provide an interim short- term financing source, another funding source will be required, which could mean issuance of securities under the CP Program or earlier issuance of Water and Sewer revenue bonds than is currently planned. 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. The City Council adopted the Water Department's Fiscal Year 2018-2022 Five Year Capital Improvement Plan on September 26, 2017. This City Council adopted plan includes this specific project, with funding identified through the CP program to be reimbursed with future revenue bonds. In accordance with the provisions of the Financial Management Policy Statement, Staff anticipates presenting revenue -supported debt issuances to the City Council for consideration within the next three years. This debt must be issued within approximately three years to provide reimbursement for these expenses. If that does not occur, the costs will no longer be reimbursable by issuing tax-exempt debt and the funding source will have to be made whole through budgetary methods. Adoption of this resolution does not obligate the City to sell bonds, but preserves the ability to reimburse the City from tax-exempt bond proceeds. Construction is anticipated to commence in April, 2019 and be completed by November, 2020. This project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. This project will have no impact on the Water Department's Operating Budget when complete. M/VVBE OFFICE: William J. Schultz, Inc., dba Circle C Construction Company, is in compliance with the City's BDE Ordinance by committing to zero percent MBE participation and documenting good faith effort. William J Schultz, Inc., dba Circle C Construction Company identified several subcontracting and supplier opportunities. However, the firms contacted in the areas identified did not respond or did not submit the lowest bids. The City's MBE goal on this project is 10 percent. TNP: A waiver of the goal for MBEISBE subcontracting requirements was requested by the Department 1-ittp:Happs.cfwnet.org/ecouncil/Printmc.asp?id=26821&print=truc&DoeType—Print 3/21/2019 and approved by the MWBE Office in accordance with the MWBE or DBE Ordinance, because the MWBE Waiver is based on the sole source information provided to the MWBE Office by the managing department's project manager. The project is located in COUNCIL DISTRICT 4. FISCAL INFORMATION 1 CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in Water & Sewer Commercial Paper Fund for the Upper Big Fossil Creek Drainage Basin Parallel Interceptor Improvements within the Upper Big Fossil Creek Drainage Basin Project. The Water and Sewer Commercial Paper Fund includes authority of $150,000,000.00 for the purpose of providing interim funding for Water and Sewer Capital Projects. After this transfer, the balance will be $48,249,647.00 for future capital projects. Funding for the Upper Big Fossil Creek Drainage Basin Parallel Interceptor Improvements within the Upper Big Fossil Creek Drainage Basin project is as depicted below: FUND Existing Appropriations 11 Additional Appropriations project Total* W&S Capital Projects - Fund 56002 $214,355.00 $0.00 $214, 355.00 Water & Sewer Bond 2015A - Fund 56007 $464,945.00 $0.00 $464,945.00 W&S Commercial Paper - Fund 56016 $487,085.00 14,339,476.OD D $14,826,561.00 Project Total $1,166,385.00 $14,339,476.00 $15,505,861.00 * Numbers rounded for presentation FUND IDENTIFIERS (FIDs): TO Fund Department ccoun Project Program ctivity Budget Reference # ID I Year I ( hartfield 2) JAmoun FROM Department Account Project Budget Reference # mount "F ID JlProgramActivity ID Year I (Chartfield 2) CERTIFICATIONS: Submitted for Cilly Manager's Office b : Jay Chapa (5804) Originating Department Head: Chris Harder (5020) Additional Information Contact: Walter Norwood (5026) ATTACHMENTS 1. 60UBFM347BCVAR-CIRCLEC Compliance Circle C.pdf (CFW Internal) 2. 60UBFM347BCVAR-CIRCLEC AD Table.pdf (CFW Internal) 3. 60UBFM347BCVAR-CIRCLEC Form 1295 Circle C 2019-448497 Redacted.pdf (Public) 4. 60UBFM347BCVAR-CIRCLEC Form 1295 TPN 2019-451952_Redacted.pdf (Public) 5. 60UBFM3447BCVAR-CIRCLEC Mappdf (Public) 6. 60UBFM347BCVAR-CIRCLEC SAM Circle C.pdf (CFW Internal) 7, 60UBFM347BCVAR-CIRCLEC SAM TNP.pdf (CFW Internal) 8. 60UBFM347BCVAR-CIRCLEC Waiver TNP.Pdfi (CFW Internal) 9. 60UBFM347BCVAR-CI:RCLEC- REIMB RESOLUTION.docx (Public) hitp.//apps.cfwnet.org/ecouncit/PrintmG.asp?id=26821 &print=trUe&DocType—Print 3/21/2019 10. 60UBFM347BCVAR-CIRCLEC 56016 A019.docx (Public) http-Happs.cfwnet.org/ecouncil/printme.asp?id=26821&print=true&DocType=Print 3/21/2019 000510-1 MAYOR AND COUNCIL COMMUNICA'T'ION (M&C) Page 1 of 1 SECTION 00 05 10 MAYOR AND COUNCIL COMMUNICATION (M&C) lAssembler: For Contract Document execution, remove this page and replace with the approved 4,I&C'.for the (award of the project. llcg:C insert shalt be on hhie paper.] END OF SECTION CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 ADDENDUM NO. 90 UPPER BIG FOSSIL CREEK DRAINAGE BASIN RELIEF INTERCEPTOR City Project No. 02515 Addendum No. I Issue Date: Jaffilalr '10, 2019 Bid Receipt Dade: january 24, 2019 This addendum forms part of the contract documents referenced above and modifies the original Contract Documents. Acknowledge receipt of this addendum by signing and attaching it to the Contract Documents (inside cover). Note receipt of the Addendum in the Bid Form and on the outer envelope of your bid. Failure to acknowledge the receipt of Addendum No. 1 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. 1. An alternate link to view the plans and specifications is provided below: ft 2. The following sanitary sewer flow data is being provided to assist the Contractor in assessing the Bypass Pumping requirements of the project. Please note that the data below is approximate and based on 2015 computer modelling information, NOT ACTUAL MEASURED FLOWS. Sanitary sewer flows can fluctuate significantly. The Contractor's bypass pumping plan implemented on the project will be based on actual flows encountered during construction. If actual flows encountered in the field differ from the data provided below, the Contractor will not be entitled to additional compensation. Line / plan Approximate Approximate Station Sheet Description Wet Weather Dry Weather Refbnmce Flow F;0 27" M-347 STA 0+26 Sheet 27 At North Beach St, 18 MGD 7 MGD 27" M-347 Sheet 29 upstream of 13 MGD 3.1 MGD STA 25+00 connection to M-386 24" M-386 Sheet 30 Upstream of 10 MGD 3.5 MGD STA 1+00 connection to M-347 24" M-386 Sheet 36 North side of 9 MGD 3.2 MGD STA 63+09 1 Western Center Blvd CLARH IQA7ICLN. 3. For Sidlist Item No. 12.8, 28" Pipe Enlargement, the 28" refers to the Outside Diameter of the proposed HDPE pipe, 4. For Bidlist Item No. 14.8, 30" Pipe Enlargement, the 30" refers to the Outside Diameter of the proposed HDPE pipe. 5. Replace page 2 of 3 of Specification 00 00 00, Table of Contents, with the attached replacement page. The replacement page corrects the link to access Technical Specifications from the City`s Buzzsaw site. 6. Replace Section 00 42 43, Proposal Form, in its entirety with the attached revision. A new laid item was added, Item 94 Concrete Sewer Vault Testing. Also, the quantity for Item 48, Manhole Vacuum Testing, was reduced. 7. Replace Section 33 01 30, Sewer and manhole Testing, in its entirety with the attached revision. An alternative for Exfiltration Testing of concrete sewer vaults was incorporated into F"; sF ennifirafion. 8. Replace Section"33.31 15, high Density Polyethylene (HDPE) Pipe for Sanitary Sewer, in.its bntirety with the attached revision. The specification had included an incdrrgct reference to the specification for Sanitary Sewer Pipe Enlargement. Receipt Acknowledged, By -� r�. Company_ 1°r-1 Water Department: +f Tony `aholola, PE Senior Capital Projects Officer Water Department ADDENDUM i 00 00 00 - I Addendum No. I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 3 Technical Specirl+eations which have been modified by the engineer specifically for this Project; hard copies are included in the Project's Contract Documents 1Dtvision 31- Earthwork 31 1000 Site Clearing Division 33 - Utilities 33 05 10 Utility Trench Excavation, Embedment, and Eackfill 33 05 26 Utility Markers/Locators 3331 12 Cured in Place Pipe (CIPP) 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 23 Sanitary Sewer Pipe Enlargement 33 39 10 Cast -In -Place Concrete Manhole 33 39 20 Precast Concrete Manholes Technical Specifications listed below are included for this Project by reference and can be viewed/downloadvil from the City's Fittrwaiv site at: bR Lam,., /lardeq oiatbuzzsaw.com/�f`ortwqrihg 9/e20Constru(;Iit nO/(,201)ocumetltslS)ecification ublic Division 02 - Existing Conditions 0241 13 Selective Site Demolition 0241 14. _ Utility Removal/Abandonment 0241 15 Paving Removal Division 03 - Concrete 03 30 00 - Cast -In -Place Concrete 0334 13. Controlled Low Strength Material (CLSM) 033410 Concrete Ease Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Mvisiun 26 - Electrical None Division 31- l arthwork 31 25 00 Erosion and Sediment Control 31 37 00 Riprap Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 321216 Asphalt Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro -Mulching, Seeding, and Sodding, 32 93 43 Trees and Shrubs CITY OF FORT WORTH Upper Big Fossil Crack STANDARD CONSTRUCTION SPECIi+ICATION DOCUMENTS Drainage Basin Relief Interceptor Revisal February 2, 2010 City Project No. 02515 �Dazax MmupomL P"� 1 dI Ak,d-N9.t PROPOSAL FORM UNIT PRICE DID Bidder's Application L'rojca aran Ln1'amsxion tlfader`a, Pr��l Sid€ 1 Itepr Ne C)ts<xiPl+an 3ieocil' anon SxEion Na U.4 ar ARcasuro P'd ijamiin € k Price ...._m.......... bid V.I.. 3331.4fr@8 54" Fhargl8ss Sewer Pipe, AeFstahla fdt4ekfiN - - _ . 33 31 93 391 LF.. 2 3331s16U9 S4"Fibs assSaw+erR7 .CLSrsif3a Ei --�--' ----' ::.. _..... _....-.._._- - - _ - aaasa Wrenn 7a" Cn;���� �: 0Lr� Tl''irr C1 an GuE __ - - -- -. _,.., 3331'13.. 330522 ....LF' t,F ......_..... 7a 33t1 _._...... .... ......... ......_. ,. _.. g A ---- �7PiR (i,T' s.,:.: iuf(ert Vl.�a L1P1.*521I 49' PDnrytaee t'selrteiPi'9. 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Q34L29ti 74^5ewar4arldnnntPluq_.. II24114 EA 2 - - 64 fa41 h7Cr 1 Ramave A SaworManharEe 924114 EA - - ---22 65 �49 dD31 APierldoni�9anhoie...... 92A114__. _ IRA-----2 IIt4 71 a7.01t19 Gong REpra W .... _ - _ 31 37 fig SY 294 6':r 7712002 2" Ar hart Pant 7 e L) . - _ - 82 12 tsmm SY - 55 44 12A503 4-honhicIlose Type 8 3232..t ...., ...... 5 .,..,.,.. SS @Y NQ.13303 9' r',orc shtw+oFk fllJ 7292.01.0PEF,x#;kuUFMleamenl e292.0IPR d+rrttlntl +4pe#rumufe4 a292i3........ 320213 ._uY SY 21,219 96,582 $i 92 E 3292.05D:' Selain Sall Retention WaNkat CI3t9LE7( ..... .._. ... ,.-. .3 .- ..... .... { 9 ... 32..213 _- - SY-- _ 91,587 - s:ETi i�FF9ET'v<'F)&i!{ SFnNr?ar�i'3[V1N5CFiL'.^.700 Sf'33 aWATRN NX,J''"M r-rt.,t aIGM1m W!: e6_00 kS I?wWl424407 Si Zi 9G45 S8_Ex' 11 U xEdr'sgaA iUc,'rhook Pal-a41 aFD TiOf'Q4AL ra�zd2 5BC"CIDtN-006243 Addandazll Nn. E PROPOSALFORM UNIT PRICE BID Bidder's Application €'rcim 11M mrunraiiwi Wildds li-pins€ Bid€W rtc llrswRpiim, Sye iri-.6an Satimt Nu €Jni, aF slid Qumlia• tkdr Pd= aid Value No Measure 63 3471.tl0011'ra1(IcConirof _-_ ... ..... .-- _ ----- n oir 24" RCP, Class iif ,. - .......... ...... ...... . .......... .. ..... __. 40 $47113 _ _ 334110 64 _MC! LF 85 -- - _.. - ........ _ 3341,D3t12 34P' RGP, GiasS III - 33 41 10 - .. LF _ '76- .. 334t,04Q'2 42" RCP, Class fil ... - — Be _ .._._.. -. __ 3341 10 ................ LF .._-.. 20 �_-----�-- - - - - 57 _ ............................. —...._ . 3361.4865 ftCP, Glass lti .....,.......,...... LF .......... 40 -- 334110 68 33410701 7LY,RCP Classlll ......, _..... ..—_....— ......._. �� � � � � � . 3341,.ta............. LF,....... _--LL---- ----------- 7 - ........ 8125,l71ii1� SWi'PP z 1�aare ......-- .. 312.500 .......Ls-- T4 .. - - 31140t0215"-12 Tree Removal _.- ..317RQD� .... ..EA 38 - -- - _. 71 - — ......... ... S7'!Q ®143 1T'-18"TresFierrxsva[ _... ..911D.44 ......1„A ... __... _'i0- — - 72 3110 Q1Q4 18"-24" ' ' e Remavai _ ..... — —.. ........ ........ . 3tQ,p105 24" end LargarTree ftemovat -- _ ... ...31 ... — 31 'l404 .......EA EA ....... 2 -- 73 3911.0451 12" DIP Walarw! FYrateals: 401, Acceptable BaoWil1 831.2.0317 Conrroctian to EAstlng A"-12" Water Main ....... 74 33 11 10 .. 33 12 25. Is132 .........EA. 1 75 76 3312.4100 12" x 12" Ta -. [ng Sleeve 33 12 25 CA 2 77 38Y2 1042.3"Corr.4€nation Air Vatya Assa,ldtlg for Water -- - ..... 331230............ ...... ...... ... ........ 33 11 .... - . ...... TOPS _. __ _ 1 � — --- 1 --- - - - ., _. ----- - - - 'la ...._..�._._..._._.. ,3311.4901 Ductile Iron Water Fittings wF ReaUaint -.. - - 79 ...- ..... -. ...... .... Q177,QiQ1 ConafructlanSlakt€tg _ 0171 23_ ...6 - -_ ;... 81 ....... ..... _ . 9859.4001 Pre-Constructlon TQ _ 82 W99.0002Post-Construction annOnp .93 .TopograsolLuISuLryAf 99.9 .0003 Santa Sewer Manhole VerH.tatorvAm Udor ConW Uv-Ace 904640 F.n 93 39 11893.0004 Sanitary Sewer Manhole Ventilator with Odor Contra! sY5,m B Hall Value 0000130 _ 95 99N 0005 Gonstnrction Allowance 40 0000 .. -EA- L& _ 1 $3n4,Rpp_tip - ,_ 5344.400.40 86 988BWtiTem'1fp Gatcetn rl? go LID 00.. SY 87 9999 0047 Ramv4 M1 xM1MI Cr#sY � 06'a40L' 1.$ ? 88 9988ti008Support ior36 Walnr'Ir r t'214 2:Lv:at;ons- 990g0046TreePwledoiifor iMG-:.^:eLma-•Fdreau f.l�l rz,iF'i4i, CID 1P00 4 t77i104�p I LS 1 elan 89 Ic 90 -' 9988 bolo Po.'1able C,arxaeta TraRc sw a, T.,POT'hu � T>rL7EAT LF CIO 91 9999 0011 Metal beam Fence Transition ...,. ..,.- _-_- ---- s2 999SPi62DownstreardAnchor Teminal ."Tz3MOTIfem540 EA 83 €9888.QQ18 fJletal9sam Guard Fens _.. - _ _ -- LF E--8 II -- Fzi7Oi' Item 540 94 3309.U101Canca[stsSetvmrVaui3Testirf t`Idrasteiic ....33a13p.....;q - .._.-. 7 - - �o,uracmr i ] p104&e an rtN� dam fa€,S€Btl A Pr B. - - - 7nra1 Rtd END OF SHCUON fil'S' OFP�&F ssr)xrlr S.AN [:hR Q SYINSFRSIL"f Illii SYi:CiIiCAY[OY; OC�'47E V T& F'am 3xciasE:D320124 041 W_N 01A W4 O.Padb.i3_'04S txdAAS 13_R:Aly.l:ns.t iVa1kD� VC'i'ION 33 0130 SEWER AND MANHOLE 'TESTING PA ; T 1- GENERAL RAL 1.1. SUMMARY A. Section Includes: 33 01 30 - I Addendum No. I SFWER AND MANHOLE TESTING Page I of 6 1. 'Testing for sanitary sewer pipe and manholes prior to placing in service a. Low Pressure .Air 'Test and Deflection (Mandrel) Test 1) Excludes pipe with flew 2) Hydrostatic Testing is not allowed. b. Vacuum Testing for sanitary sewer manholes c. Ext'iltration Testing for concrete sewer vaults 2. Before any newly constructed sanitary sewer pipe and manholes are placed into service it shall be cleaned and tested. 3. Pipe testing will include low pressure air test and deflection (mandrel) test for 36- inch pipe and smaller. 4. Hydrostatic testing is not allowed. 5. Manhole testing will include vacuum test. B. Deviations from this City of Fort Worth.Stgndard Specification . 1. None. C. Belated 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 03 80 00 — Modifications to Existing Concrete Structures 4. Section 33 04 50 —Cleaning of Sewer Mains lag 11FUCE AND PAY N1ENT DURES A. Measurement and Payment 1. Pipe "Testing a. Measurement 1) This Item is considered subsidiary to the sanitary sewer main (pipe) completed in place. b. Payment 1) The work performed and the materials furnishing in accordance with this Itern are subsidiary to the unit price bid per linear foot of sanitary sewer main (pipe) complete in place, and taco other compensation will be allowed. 2. Manhole Testing a. Measurement l) Measurement for testing manholes shall be per each vacuum test. b. Payment CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONS'['It>IC110N SPECIFICA-11ON DOCUMENTS Drainage Basin laolief In#srcepinr Revised December M 2012 City Prujuct No, 025 15 33 0130 - 2 Addendum No. l SEWER AND MANHOLE TESTING Page 2 of S 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each vacuum test completed. c. The price bid shall include: 1) Mobilization 2) Plugs 3) Clears -up 3. Concrete Sewer Vault Testing a. Measurement 1) Measurement for testing concrete sewer vaults shall be per each test (vacuum or exfiltration methods). b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each test completed (vacuum or extiltration methods). The price bid for Concrete Seaver Vault Testing will be full compensation regardless of which method is used. c. The price bid shall include: 1) Mobilization 2) Plugs 3) Clean-up 1.3 REEEIR ENCFS [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] . t.'5 SUBMITTALS.-. A. Submittals shall be in accordance with Section 01 33 00. .B. All submittals shall be approved-by,the City prior to delivery. 1.6 ACTION SIT„AljlITTALS/ NNFO"%Nir TIONAL SUBMITTALS (NOT USED] 1.7 CLf3SFOUT SUBMITTALS A. Test and Evaluation Reports 1. All test reports generated during testing (pass and fail) 1.9 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Certifications 1. Mandrel Equipment a. If requested by City, provide Quality Assurance certification that the equipment used has been designed and manufactured in accordance to the required specifications. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONMUCrION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No 02515 33 0130 - 3 Addendum No. I ,SEWER AND MANHOLE TESTING Page 3 fif6 1.10 'OEiRrERY, STORAGE, AND IIANDILING INOT US&DI 1.11 FIELD [SITE] CONWITIONS [NOT U-PRED1 1.12 WARRANTY [NOT USED] PAlJTZ_ �t PRODUCTS [NOT US ED] PART 3 - EXECUTION 3.1, INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED) 3.3 PREP_', RATION A. Low Pressure Air Test (Pipe) I . dean the sewer main before testing, as outlined in Section 33 04 50. 2. Plug ends of all branches, laterals, tees, wyes, and stubs to be included in test. B. Deflection (mandrel) test (Pipe) 1. Perform as last work item before final inspection. 2. Clean the sewer main and inspect for offset and obstruction prior to testi fig. 3. Materials a. Mandrel used for deflection test 1) Use of an uncertified mandrel or a mandrel altered or modified after certification will invalidate the deflection test. Mandrel requirements a) Odd number of legs with 9 legs minimum b) Effective length not less than its nominal diameter c) Fabricated of rigid and nonadjustable steel d) Fitted with pulling rings and each end e) Stamped or engraved on some segment other than a runner indicating the following: (1) Pipe material specification (2) Nominal size (3) Mandrel outside diameter (OD) Mandrel diameter must be 95 percent of inside diameter (113) of pipe. C. Vacuum test (Manhole) I. Plug offing fting holes and exterior joints, 2. Plug pipes and stubouts entering the manhole. 3. Secure stubouts, manhole boots, and pipe plugs to prevent movement while vacuum is drawn. 4. Plug pipes with drop connections beyond drop. 5. Place test head inside the frame at the top of the manhole. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCT ON SPECIFICATION DOCUMLrNTS Drainage Basin Relief interceptor Revised Decernber 20,2012 City Project No. 02515 330130-4 Addendum-Na.l SEWER AND MANHOLE TESTING Page 4 of 6 3.4 INSTALLATION A. Low pressure air test (Pipe) 1. Install plug with inlet tap. 2. Connect air hose to inlet tap and a portable air control source. 3. After the stabilization period (3.5 psig minimum pressure) start the stopwatch. 4. Determine time in seconds that is required for the internal air pressure to reach 2.5 psig. Minimum permissible pressure holding time per diameter per length of pipe is computed from the following equation: T = f0.0850*D*K) Q Where: T = shortest time, seconds, allowed for air pressure to drop to 1.0 psig K = 0.000419*D*L, but not less than 1.0 D = nominal pipe diameter, inches L = length of pipe being tested (by pipe size), feet Q = 0.0015, cubic feet per minute per square foot of internal surface UNI-.13-6, Table I provides required time for given lengths of pipe for sizes 4-inch through 60-inch based on the equation above. 6. Stop test if no pressure lass has occurred during the first 25 percent of the calculated testing time. B. Deflection (mandrel) test (.Pipe) For pipe 36 inches and smaller; the mandrel is pulled through The pipe by hand to ensure that maximum allowable deflection is not exceeded. 2. Maximum percent deflection by pipe size is as follows: Nominal Pipe Size Inches Percent .Deflection Allowed 12 and smaller 5.0 15 through 30 4.0 Greater than 30 3.0 C. Vacuum test (Manhole) 1. Draw, a vacuum of 10 inches of mercury and turn off the pump. 2. With the valve closed, read the level vacuum level after the required test time. 3. Minimum time required for vacuum drop of 1 inch of mercury is as follows: Depth of Manhole, feet 4-foot Dia Seconds 5-loot Dia Seconds 6-foot Dia Seconds 8 20 26 33 10 25 33 41 12 30 39 49 CITY OF FORT' WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUIs+ PLATS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No 02515 33 41 30 - 5 Addendum No. t SEWER AND MANHOl F TESTING Wage 5 of6 14 35 45 57 16 40 67 18 40 _52 59 73 ** T=5 T=6.5 T=8 * * For manholes over 18 feet deep, acid "T" seconds as shown for each respective diameter for each 2 feet of additional depth of manhole to the time shown for 18 foot depth. (Lxample: A 30 foot deep, 4-foot diameter. Total test time would be 70 seconds. 40+6(5)=70 seconds) 4. Manhole vacuum levels observed to drop greater than 1 inch of mercury will have failed the test. D. Exfiltration Method (Hydrostatic Test) This test method is intended to be used for concrete sewer vaults only. All manholes shall be tested using the vacuum test method. At the discretion of the Owner or designated representatives the Contractor may substitute the Exfiltration Method of testing .for the Vacuum test described in Section 33 0130. This method may only be used when ground water is not present. if ground water is present a Vacuum Test shall be used unless otherwise directed by the Owner or designated representative. All back%illirlg and compaction shall be completed prior to the commencement of testing. The procedures for the test shall include the following: Manhole section interiors shall be carefully inspected; units found to have through - wall lilt holes, or any penetration of the interior surface by inserts provided to facilitate handling, will not be accepted. Coating shall be applied after the testing unless coating is applied before field assembly, or at the factory. All lift holes and exterior joints shall be plugged with an acceptable non -shrink grout. No grout shall be placed in horizontal joints. Tests shall be performed before grouting the invert or around pipe penetrations and before coating the interior surfaces of the manhole or junction box. 2. After cleaning the interior surface of the manhole, the Contractor shall place and innate pneumatic plugs in all of the connecting pipes to isolate the manhole; sealing pressure within the plugs shall be as recommended by the plug manufacturer. 3. Concrete manholes shall be filled with water or otherwise thoroughly wetted for a period of 24 hours prior to testing. 4. At the start of the test, the manhole shall be filled to the top with water. The test time shall be I hour. The Construction Inspector must be present for observation daring the entire time of the test. Permissible loss of water in the I -hour test time is 0.025 gallons per diameter foot, per foot of manhole depth. For a 4-foot diameter manhole, this quantity converts to a maximum permissible drop in the water level (from the top of the manhole cone) of 0.1 inches per foot of manhole depth or 1.0 inches for a 10-foot deep manhole. CITY OF PORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No, 02515 33 0130 - 6 Addeadum No. t SEWER AND MANHOLE TESTING Page 6 nf6 3.5 REPA.IR 1 RF T0RATION [NOT USED] ��'��7D�ir�'y��7l�IlEl��i' ► ►'f i 3.1 FIELD D QUALITY CONTROL A. Non -Conforming Worts. 1. Low pressure air test a. Should the air test fall, find and repair leak(s) and retest. 2. Reflection (mandrel) test (Pipe) a. Should the mandrel fail to pass, the pipe is considered overdeflected. b. Uncover overdeflected pipe. Reinstall if not damaged. c. if damaged, remove and replace. 3. Vacuum test (Manhole) & Vacuum test or Ext1illration test for Vaults a. Should the test fail, repair suspect area and retest_ 1) External repairs required for leaks at pipe connections. a) Shall be in accordance with Section 03 80 00. 2) Leaks within the structure may be repaired internally or externally. 3.8 SYSTEM STANIRTUP [NO E' USl;< I 3.9 ADJUSTING INOT USKirx 3.I0 CLEANING [NOT USED) 3.11 CLOSEOUT AC:TI'r'ITIES [NOT USED1 3.12 PROTECTION [NOT USED] 3..13 MAINTENANCE [NOT 1 � �1ETJ] 3.14 ATTAC IINFENTS [NOT USER) EMI OF SECTION Revision Log ®ATE NAME SUMMARY OF CRANG.UIa' 1/9119 T. Iiillon l xfiltration Testing added as an option for testing concrete sewer vaults. CITY OF FOffr WORM Upper Big fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relieflnterceptor Revised December 20, 2012 City Project No 02515 33 31 15 - 1 Addendaam No. I HIGH DENSITY POLYETHYLENE (HI)PF,) PIPE FOR SANITARY SEWER Page l ofs SECTION 33 3115 HIGH DENSITY POLYETHYLENE (HDPE) PIPE FOR SANITARY SEWER 1"A RT I - GENERAL ._i/3.. f7 A. Section Includes: 1. High Density Polyethylene (HDPE) pipe 8-inch and larger for the use in sanitary sewer rehabilitation by pipe enlargement per Section 33 3123 B. Deviations from this City of Fort 'worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: I . Division ii -- Bidding requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 0130 — Sewer and Manhole Testing 4, Section 33 pl 31-- Closed Circuit Television (CCTV) Inspection 5. Section 33 05 10 — [Utility Trench. Excavation, Embedment and Backiill 6. Section 33 05 26 — Utility Markers/Locators 7. Section 33 31 23 — Sanitary Sewer Pipe Enlargement 8.. Section 33 31 50.-,Sa4nitary. Sewer Service Connections and ,Service Line tat RICE AND P.A.1'NI[PNT PROCEIDURES A. Measurement and Payment 1. Measurement a. This item is considered subsidiary to Sanitary Sewer Pipe Enlargement per Section 33 3123. 2. Payment a. The work performed and materials furnished in accordance with this Item are subsidiary to the unit price bid per linear foot of Pipe Enlargement per Section 33 3123, and no salter compensation will be allowed. 1.3 REF'ERENC FPS AReference 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. ASTM International (ASTM): a. 113350, Standard Specification for Polyethylene Plastic Pipe mid Fittings Materials. b. F2620, Standard Practice for Heat Fusion Joining of Polyethylene Pipe and. Fittings. CITY OF rORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief interceptor Revised December 20, 2012 City Project No. 02515 33 3115 - 2 Addendum No. I HIGH DENSITY POLYETHYLENE (IiDPE) PIPE FOR SANITARY SEWER Page 2 of 5 1.4 ADMINISTRATIVE REQI Ik-EMENTS [NOT USED] 1.5 SVISM1 1TTALS A. Submittals shall be in accordance with Section ill 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Product Data 1. Gravity pipe 2_ Manufacturer 3. Nominal pipe diameter 4. Pressure Rating 5. Standard Dimension ratio (SDR) 6. Cell classification 7. Laying lengths B. Certificates 1. Furnish all affidavit certifying that all HDPE gravity pipe meets the provisions of this section and has been tested and meets the requirements of ASTM standards as listed herein. 1.7 CLOSEOUT SUliil+lt!TT'ALS [NOT USED] 1.8 MATNTEN.A,NCE 1VIATERIAL SUBMITTALS [NOT USED[ 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Finished pipe shall be the product of 1 manufacturer for each size, unless otherwise specified by the City. 1) Change orders, specials and field changes maybe provided by a different manufacturer upon City approval. b. Pipe manufacturing operations shall be performed Tinder the control of the manufacturer. c. All pipe furnished shall be in conformance with and ASTM D3350. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. ripe and fittings shall be transported, stored and handled in accordance with the manufacturer's guidelines. 2. Secure and maintain a location to stare the material in accordance with Section 0166 00. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 33 31 15 - 3 Addendum No, I HIGH DENSITY POLYETHYLFNE (HDPE) PIPE FOR SANITARY .SEWER Pape 3 of 5 1.1.1 F'lELD'131TE] CONDf'1'iONS [NOT USSE l] 1.12 W'ALrirt( NTY[NOTU5,i?,13] PAltT 2 - PI%210DUCTS 2.1 OV NER-101IMSltED loco] OWNER-SM)PLIED PRODUCTS [NOT tIsE,D] 2.2 EQUIPMENT, 1'lt0DUCT TY1'Jss AND 1Vr vrE1t1ALS A. Manufacturers L Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section Ol 25 00. B. Materials 1. Wipe and Fittings a. Material shall be minimum DR-17 Extra High Molecular Weight, High Density Polyethylene PE 3408, Cell Class PE345464D or E (inner shall shall be white or light in color) per ASTM D3350. b. Material shall be homogeneous throughout and free of: 1) Abrasion, cutting or gouging of the outside surface extending to more than 1€3 percent of the wal I thickness in depth 2) Cracks 3) Kinking (generally due to excessive or abrupt bending) 4) Flattening 5) Holes 6) Blisters 7) Other defects c. ripe with gashes, nicks, abrasions or any such physical damage which may have occurred during storage and/or handling, which are larger/deeper than 10 percent of the wall thickness shall not be used and shall be removed from the construction site. d. Pipe and fittings small be uniform in color, opacity, density and other physical properties. 1) Pipe and fittings not ]meeting these criteria will be rejected. e. Pipe Markings 1) Meet the minimum requirements of ASTM D3350. 2) Minimum pipe markings shall be as follows: a) Marking intervals shall be at 6-inch intervals b) Manufacturer's game or Trademark and production record. c) Nominal pipe size d) ASTM or Standard Dimension Ratio (SDR) designation e) Cell classification f) Seal of testing agency that verified the suitability of the pipe 2. Connections a. Use only ]manufactured fittings. b. See Section 33 3150. CITY OF PORT WORTH Upper Big Fossil Creek STAN12ARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relieflntcrceptor Reviw4 Devcraber 20, 2012 City Project No. 02515 33 31 15 - 4 Addendum No. I HIGH DENSITY POLYETHYLENE (I iI1P£) PIPE FOR SANITARY SEWER Page 4 ofS 3. Detectable Metallic Tape a. See Section 33 05 26. 4. Polyethylene Repair Clamp a. Smith -Blair Full Circle Clamp Style 228 or 263. PART 3 - EXECUTION 3.1 INSTALLERS [NOT USEDT 3.2 EXAMINATION [NOT USEDI 3.3 PREPARATION [NOT U SED.1 3.4 INSTALLATION A. General 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in Section 33 3123, and in accordance with the pipe manufacturer's recommendations. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. If applicable excavate and backfill trenches in accordance with Section 33 05 10. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and rejector repair any damaged pipe prior to lowering into the trench. b. Use only nylon ropes, slings or other lifting devices that will not damage the surface of the pipe for handling the pipe. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Pipe .coining a. .loin pipe in accordance with ASTM F2620. b. Operators must be certified by the manufacturer to use the fusion equipment. c. Follow the time and temperature recommendations of the manufacturer. d. Joints shall be stronger than the pipe itself, be properly aligned and contain no gaps or voids. e. Remove bead projection can the outside of the pipe to reduce drag during pipe installation process. D. Connection Installation 1. See Section 33 3150. E. Detectable Metallic Tape Installation CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SFECIFICATIi3N DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 33 31 15 - 5 Addendum No. i HIGH DENSITY POLYETHYLENE (N DPE) PIPI; FOR SANITARY SEWER Page 5 of'S 1. See Section 33 45 26. 3.5 Il:l�,'.I11 T�� I'911IC)N [N f 4T3a�;18] 3.6 TIE —INSTALLATION [NOT II~ SYTI] 3.7 l?iELD [cal ] S FT QIIAI�I YY CI-",- .'l'ROL A. Field Tests and Inspections 1. Closed Circuit Television (CCTV) Inspection a. Provide a Post -CCTV inspection in accordance with Section 33 01 31. 2. Air Test a. Provide an Air Test in accordance with Section 33 41 X .1i 3.9 Pti DJUSTTNG [NOT TL IS ED] .3.10 CLEANING [NOT USED] 3.11 C1,0SEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 A'l}ilNTENANCE, [NOT IiSEM] 3.14 ATTACHMENTS [NOT IIS i3] END OF SECTION DATE NAME SIIMARY OF CIIANG CITY Of FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Deceinbei• 20, 2012 Upper Big Fossil Creek Drainage Basin I2eliefinterceptor City Pmject Na 02515 ADDENDUM NO. 2 FOR UPPED, Bin rosslL CRI:-; K DRAINAGE BASW RELIE INTERCEPTOR City Project No, 02515 Addewhen No. Y. 11 : m. Irate. Jamia1y 1 , 2oig 1d Receipt Date: January 31, 20.19 {revi (i) This addendum forms part of the contract documents referenced above and modifies the original Contract Documents. Acknowledge receipt of this addendum by signing and attaching it to the Contract Documents (inside cover). Nate receipt of the Addendum In the Bid Form and on the outer envelope of your bid. Failure to acknowledge the receipt of Addendum No. 2 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. 1. The Bid Receipt Date has been rescheduled for Thursday, January 31, 2019. 2. Available CCTV videos for the existing 24" M-386 sanitary sewer main and the 27" M-347 sanitary sewer main have been uploaded to Buzzsaw under the Addendum 2 folder. Plan holders wishing to obtain copies of the videos on a USB flash drive may contact Brenda' Eustasio at beusfasib@ftinc.com. CLAR1F1QM1Q_ N_ 3. For Bid Items #3 (78" Casing By Either Than Open Cut) and #7 (66" Casing By Other Than Open Cut), the Contractor may bid Steel Casing Ripe per 33 06 22 or Tunnel Liner Plate per 33 05 21. PECIF'fC4I faNS: 4. Replace page 3 of 3 of Specification 00 00 00, Table of Contents, with the attached replacement page. The replacement page Includes the addition of Technical Specification 33 05 21, Tunnel Liner Plate, which can be viewed/downloaded from the City's Buzzsaw site. ADDENDUM NO. 2 5. Replace page 1 of 2 of Specification 00 11 13, Invitation To Bidders, with the attached replacement page. The bid opening date has been rescheduled for January 31, 2019. Receipt Ack [edged: Water Department: By: By-, Tony Sholola, PE Senior Capital Projects Officer Company,. e0A�W.1-4reA4�0' Water Department K ADDENDUM NO. 2 00 iDO 00 - 3 AddendunL NO.2 STANDARD CONSTRUCTION SPECIFICATrON DOCUMENTS Page 3 of 3 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing. 33 OI 31 dosed Circuit Television (CCTV) Inspection. 3303 10 Bypass Pumping of Existing Sewer Systems 33 04 50 Cleaning; of Sewer Maims 33 05 13 Frame, Cover and Grade Rings -Cast Iron 33 05 13.01 Frame, Cover and Grade Rings -Composite 3305 14 Adjusting Manholes, Inlets, 'halve Boxes, and Other Structures to Grade 33 05 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate . 33 05 22 Steel (rasing Wipe 33 05 23 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing orTunnel Liner Platte 33 05 30 Location of Existing Utilities 33 1 105 Bolts, Nuts, and Gaskets 3311 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 1221 AWWA Rubber -Seated Butterfly Valves 331225 Connection to Existing dater Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 3331 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 33 31 22 Sanitary Sewer Slip Lining 33 31 50 Sanitary Sewer Service Connections and Service Line 33 39 30 Fiberglass Manholes 33 39 60 Epoxy Liners for Sanitary Sewer Structures 33 41 10 Reinforced Concrete storm Sewer Pip$/Culverts 33 49 10 Cast -in -Place Manholes and Junction Boxes Envision 34 - Transportation 3471 13 Traffic Control Appendix Table of Contents GC-4.01 Availability of Lands GC402 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Fates GC-6.09 Permits and Utilities CTlt 01 60 00 Product Requirements CITY OF FORT WORTH Upper Big Fimil Creek STANDARD CONSTRUC`r10N SPECFiCATION DOCUMENTS Drainage Eosin Relidlaterceptor Revised I ebntary 2, 2016 City Project No. 0251E 0011 13- I AddcudnmNa. 2 INVITATION TO BIDDERS Nge I of 2 SEC T fON 00 1113 INVITATION TO BIDDERS 17IdCEIPT Ole BIDS Sealed bids for the construction of Upper Big Fossil Creek Drainage Hasin Relief Interceptor, City Project No. 02515 will be received by the City of Fart Worth Purchasing Office: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, 'Texas 76102 until 1 r30 P.M. CST, Thursday, jnN�:TARY 311", 2019, and bids will be opened publicly and read aloud at 2.00 PM CST in the Council Chambers. O111NEEtAL RES+C'IIIPTION OF WORK The major work will consist of the (approximate) fol[owing: e 330 Ejr 54" Sewer Pipe by Other Than Open Cott 0 469 LF 54" Suer 111pe G. 3,728 LF of 48" Sewer Pipe by Other than Open Cast 4,154 Lle 48" Sewer Pipe e .115 L>, 2,7" Sewer ripe a 1,900 LF of271t sanitary sewer rehabilitation 0 ,242 LV of 2W1 sWnitary sewer rehabilitation €'RPI QUALIFICATION The improvements included in tfiis projeef must be performed by a contraptor who is pre- qua]ified by the City at the time of bid opening. The procedures for qualification and pre - qualification are outlined in -the Section 00 21 13 -- INSTRUCTIONS TO BIDDERS. DOCI1111V:ENT EXANUNATIONAND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City ofFort Worth's Purchasing Division website �F'{I�ILFrf}tip a*r%.iil�i�� c €texas. av! urasia1 and clicking on the 13uzzsaw link to the advertised project foldets on the City's Buzzsaw site, The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers, The contractor is required to fill out and notarize the Certificate oflnterested Parties Form 1295 and file form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at �## R�ijfw'NV+iW.cf�ll�B:Si �i�'_i�,ta�lfc' j'���-l'tif'G.l7tII@ . Copies of the Bidding and Contract Documents may be purchased from Teague Nall an Perkins which is as follows 5237 North Riverside Drive, Stoats 100, Fort "earth, Texas 76137 The cost of ridding and Contract Documents with full size drawings: $30 The cost of Bidding and Contract Documents with half size drawings: 60 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drahtage I4asin Relief Intereeptar Revised 0=mber 22, 201b City Project Na 02515 ADDENDUM NO. FOR UPPER BIG FOSSIL CREED DRAINAGE SAON RELIEF INTERCEPTOR City Project No. 02515 Addendum No. 3 Issue Date. January 24, 2019 Bid Receipt Date: January 31$ 2019 This addendum forms part of the contract documents referenced above and modifies the original Contract Documents. Acknowledge receipt of this addendum by Signing and attaching it to the Contract Documents (inside cover). Note receipt of the Addendum in the Bid Form and on the outer envelope of your bid. Failure to acknowledge the receipt of Addendum No. 3 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. Section 00 42 43 — Proposal Form Section 00 73 00 Suppiementary Conditions, Pages 4R - 5R Urban Forestry Permit application ReAs.ed.Plan-Sheets - 2R, OFAR SPECIFICATIONS: 1. Replace Specification 00 42 43, Proposal Form, entirely with the attached replacement. a) The allotted Construction Allowance, Bid Item 85, was revised. I)) The unit for Bid Item 89, Tree Protection, was revised. c) Bid Items 95 thorough 98 were added to account for stop logs required by Junction Structures #1 - #7. d) Bid Item 99, Compliance of Urban Forestry Permit, was also added. The Contractor will be required to obtain an Urban Forestry Permit for this project from the City of Fort Worth. The Contractor is responsible for full compliance with the permit, including the cost and implementation of any required mitigation or fines. ADDENDUM Based upon preliminary discussions with Urban Forestry, the approximate fine for impacts is $14,000, not including application fees. Any additional tree removal by the Contractor within the temporary easement may result in more fines farm Urban Forestry, e) Bid Item 100, Haltom City Inspection Fee for 120 Water Une Relocation, was added, The Contractor is to provide Haltom City with a 5.5% public inspection fee based on the cost for the relocation of the existing 12" Water Lille (5.5% of Bid Item 74 -70). 2, Replace Specification 00 73 00, Supplementary Conditions, pages 4 & 5 with revised pages to include Urban Forestry Permit under section C-6.09.A "Contractor obtained permits and lfcens ". 3. Are Urban Forestry Permit application farm was included per the administrative re av,lr, ments outlined in Specification 31 10 00. 4. Replan sheet 2 with sheet 2R. The section for Urban Forestry Permit Coo npilance now references city standard specification 31 10 00. 5. Replace sheet OF-1 with sheet OFAR. Receipt Acknowledged: Water Department By: By: fo A x� Tony holola, PE Senior Capital projects Officer Company: ,'..' 2 _ x, Water Department ADDENDUM P] AS', ..01M At, P.pc l.rj ass mxaI SECTli3N I10 42 43 AdddiWu. Nn. 3 PROPOSAL FO M UNIT PRICE Bilk Bidder's Applirnflon TraJccr trc.a fnr etipn t#iddctE tirupnsal ljidl£537£iA ttitl i:C6Etlp110A .es3iCC�C.➢51gM $EC71p11 �0. Uotl of I+'lC&NEC leis 2�nnllit• t� Veil Y:iSC told Y8I9E -...-.-.__...-._........................ i 3331.4Bg6 54" Frbkigtt353 Sewer pipe. Acceptable BacAfiN _ 33 31 73 LP 391 _._._.._....._......... . 2 -- 3331.4608 54" Fiberglass Sewer pips, CL9h1 [3ackCti! ---- 3331 13 LF 78 ---......_.........--. -- 3 19999.00W 78!'CmirLtj By CJther Than OEarj Cut 3$05 22 LF 330 4 3365.3t77654"Sower CaTriarPipe 33U524 LF 330 5 3331.4521 46" Fbe3r'glaas Sewer P e, Select Smug 33 37 �?3.-.-.-. _-- IF 3,992 6 3337.4522 46" Fiirelg133sa 5o;vnT Pfpe. CLSM l3aetr£ill 3331 73 -..... ......-LF 782 _.-._-. 7 3305"Ceti 6 UtPrfl .1111 66 r7l_,lOpen Cut 05 S .-_..'.'....'.'....'..............'.' 33 tt6 22 LF 3,728 8 __....................__ 3305.3075 4fi"SewerCaenarFha - _ 330524 i-..._ 3,728 9 3331.D111 24" Sewer Pipe, Point i'lopaiT ....................�- 33 31 22, 33 31 23 . LF . 124 10 11 3331.tl11227"5ewarPipe,Patr£1t21r .-.... 3339.2110 2"CIPP (CIPP Molbod Ody) .-.-...-.-_.. 4 333122.333923 __-_ - LF 100 3331 12 .-._LF____ - 3,354 12.A` ---U.S' 333t-211(! 2 "CIPPjIfL Bd) 333112 LF _ ............................. 38 31.111rt 28" Pipe SMargmwt (Alt. Sld)(26" O,Di 33 31 23 __.. LF ----- 2,886 13 3335.2i1i 27"CIPP {CtPP Melltod Only) _ $3 31 12 LF 210 _ 14.A' 3939.2491 _27" C t'P (AIt. B�) " 3331 12 LF 1,89% 14,B•� ... 3359.191130"-Plpel;AlereJsrr;ent(Aif.Bid}(3p"O.[i.) 333f23 LF 1,69a 15 333t, 197 8" Sewer Pi e, Select S II _...__._.__ 33 31 20 .- LF .. -44 .......................... 76 333�t,4210 12"Sewer Plps. Select BarJaFdl -- 1 i _ 3331<4319 24" PVC PS 46 ASTM F679 Sewer Pipe, Sctoef SaWili 33 31 20 LF . _62 ...-.-.-.-.-_ 18 3331.433Ti 27" PVC PS 46 ASTM1a F670 Sower Pips, Aocep€abia f�athitll - m _. 333120 LF -'-- 3130 ...................._. 19 3331<4331 27"PVC PS 46 ASTM F679 Stir ar Pps. CLSM Bsckfal 79 .._- ._ _ �._...-_..._.-.... 33 if2A LF 4q _...-_.-..-_....-._.-...... 20 3305.3011 2T' Sewer Carrier tripe 330524 LF -.-.. ....- _ 21 3905,1107 42" Casin 0y21he7 Than Open Gut _ .....-._ .. 13 05 22 .-.-_..._ _ LF _. ............._._ PZ69 . 3339.1101 n"' M-farle _ _ -- -- - 333010, 333920 EA -18 23 3399.1963 VEXVH Manhole....- ................... 333910,333220 VF 223 a4 3339,1111 ';'Too 6ssa MariYinfa 3338 10, 333820 EA 24 25 3$38.1112 5` Tee 1ia59 Drop PAanfmle 93 3t3 10, 33 39 20 t A 4 26 33?9,1113 5' Tse Rasa Extra Depth Manhole -.........._........... _ --- 33 39 10, 33 39 20 Vt= 436 27 3339.4201 V Man" $3 3J ill, 3339 20 EA 1 23 2P 338P.lt=3 Y Ea9ra Dsylh 3i»lanhole _ 3338.200t SxnftaTy Sesv� Junesion Structure #t_(STA 6i+98.C"6, S5 LINE A 33 3910, 33 39 20 VP --- 8 33 39 10 _ P..A 10 333S.2001 Santa Sewer Junction SMxture*2 'STA 3+97.77. SS t• M R} 333910 EA 1 31 333H.2001 Sanitary Slavrar 3tarltdimn StiTrctura#3 (STA 1+15.00 LATERAL-1 j 33 3910 FA 1 32 3339.2001 Sadly y Sower 2undon Struclure #.4 {STA 45+92.5 . SS i.lsTI NE Al, ._.-.__. 33 39 10 EA 1 33 ............. 3339.2001 Sanitary Sewer Jurdfan Sbucturp #5 {STA 1*13.74, LATERAL-3) 333910 EA -.-.-.- 1 ----------- 34 3339.2001 Sanllary Sewer Junction Stniciure A (STA 85+80,2$, SS Llnfz-A), �-�...^ _ 333910 ER .._ ...-......1 ................ ' 36 333H.2001 Sarwlar Seeuer Juilr.6an Sr €k7 (STA ;ra5.00, t.ATEAL-41. 33 39 1D EA 1 36 --_m - 3303.00tl1 ......... Bypase.Purnping ......................- 330310 i.S _-._.... 1 �__. 37 -__..._..______.? 3305.11103 04101a axlstfllg 12" Fihar Opltc duct system at M 48+73 tneludir;g 9-�iredah229. end shoring .-. , 33 05 30 EA 1 38 ...�.y,__.-_..............__-.._...._.- 3305.0103 L1-hDI& e3dAng 24" Water Line at STA 86+00 including requited shartting and shorin _ 33 05 30 EA 1 39 _ ..................... 3205,0103 D-rwle exis#ng R"r Optic duct systren at STA 87+27 InGudIng required slteoli and sharing - ,. �..............._.-_. ........... 33 05 so ....... _...... - EA 1 4p 0 3305.010P Trench Sn#et�r 33 0510 _- t.F 5,458 41 3306.0110 Ltttiity hiatltars Surfaco Markers) 33 05 28 ---- --'-'EA S4 --_ 42 3305.0110 U88 Ma£'rtara Buried. Aga rs) 3305213 L$ 1 A3 _ _ __ _-.........-._.-. 3305.0112 Comete Collar 33 06 17 F-A 47 44 Kq05.0113 Trsr€ch Viiater St;s s 330616 1=A 3 46 3339,0001E `J Mat£hlsle L €sr {1R1t!rerr Envimn£natrtat) 33 39 60 VF ._._.. 883 4S 3307,00£t1 Pro-CCTVlosp eebon 33t3131 LF 8,8>a3 ------..�- _.47 3301 0002 Post -CM In ciion 33 01 37 iF-...----17,345 46 3301.0101 hl8nixda Vacuum TeaGn ..............._-...........-. 330130 ..._. EA 50 ...................... 49 .... 3339.0002 Epoxy S3nacture t.tnga YJairen Enwranmantat] _._._._.........._._..... 33 38 6Q SF 6,875 _.-.- 60 0241.2001 Sanitary Ute Grouting 02 41 14 CY 7_.- 51 (124114 EA 16 52 0241.21tl5 12" Sewer A@ar dw ment lytu 024114 EA A 53 ......_.�.. _.-.. 024121t1 2A"SswerAAtatdan£nentPlug 02411 FA 2 0241,2201 Remove 4' Sawar fiAnhoie 02 d1 14 EA ?a 55 0241,Sii01 Abandnn4lanhflla _. @241 t4 EA 2 58 3937.0107 Cor£eraie RtpMP 31 37 00 -Sy 294 ........................... 57 3212.03M 2"Asphalt Pvmt Typo D _ _ _ .... _.. a 121G ..._._ ..- SY SS .......................-.. 58 3212.g501 4" Asyt;att ita5e'jy" t•3 -------------' 321216 15 SY 59 ...-.3213;031)3.0"Connsidewaiir . .........._.__.._................_. 321320 SF 7,673 .... 50 32910100 Block Sod Rlacament._..........._ 329213 SY 21,211 £t1 3292.0400 Seems p, i1 dramu€ch 328213 16,662 62 3252.0500 .. ................_..._....._...e!r!c. Se , 5aij llefarr;4iaTi t?Ier.Ket CL7RL[Xj � __......_.._. -Sy 3P 9213 SY 11,567 ti WbF R-AT W;]Krrr $TAB£rihi!S1Ci3py'y7;tX`y'i£3Ti3YECifLit7ii7N a+xAM.. rrs f-ft'igd MIMM 0943 00�_m it I i M 4i `3 dS 61 tP.E3�.5 ri, fH1,43 t5_rfi,i i4e4euvl lY"eEir.:ek xs �,Qe alni�anrxun4. torso arz-h6�vanm t4,.o SEOi1®Pd 00 42 43 Rdd.,4 m PROPOSAL FORM UNIT PRICE BID Bidder'sApptication Piagwl Rfm 19armmitm WWI i4n01.1a€ S14a1 11M NO i#eacrsgfian _ Sp,015 iian SuM- K.11 Uni4 4 AC of Bid q—ilty V tit pd. aid Vai=ts &a 3a'71.Rt}R9 Traffic Cesrgeeri......... 3d 71 13 m� P4P 18.... _. 64 ad4l.ii?4a 24"%tCP, Ctaasill.__._- 3541 1Q LF 40 66 3341.002 3R"ftC�. Cigsslii — .......... .... 3341113 LF 75 66 33Q1.C7492 Q2" RCS<Ce tfi LF ..:. asslt aa419fl lF At? ss 34334110 3347-p7p172"sicp<Classt(i — - -- 33�110 .��__—_ 7 ...._.__.._. sa ,3125.o�a1 s�mt'P � � $&ra 0.. a1 a5 RO t,� ......._.. 1 -- -- 3i1i?.fi9t72 ti"-12"Tree f�arn®ve(31 10 00 E�37 _.., 3110A1G93 12"-'ES" rres3 Reatts3vrA€..._._.81 9R LAP! EA._ _ _ 311V.R9[ta 19"-29" T[&&R�movrAi .......3; 10IM FA_.._......73110.01 F75 22,"andLargay Tray F;�mr�v _._......31 1000 EA 2 3311.R4S1 ITENP V terw/Prolaoto 401, Acceplable flaekiig .._._.._._._3311 SO LF _ -192 3312.0117 Cgttn"timA 4e Fads64sp 4' 2" Waiar dAa#n ................. a6EA 1 3312,49t7912"x12"TBppEi+g.5lseua. ............._._._ 331225 PA_ 2 77 3312.1002 2"CmmiaEnegonAir Valve Aaaamhl far Water ._ ...... _ _ _ ._._._.._._.331�38 FA 9 _. __.. 7$ 33?1.PkQF&1 E&mule Iran Water FiPtirsgs urf 13estraint R971.01O1 Gonstnlchan �ulaking - -- .................... 91 TON t 79 ....,..._.._..-------- ----- 01 71 23 LS 1 60 . _._.._E0171.01€32 d1 F37. Asd3uilt STD (R4MP's) 3999.0001 Pre-Cesnn4nletiatl rap9praphEcaS sunray 305S.0002 rapeWaptleai Srusy L-- Santry wrhitnlVentilator Odor Coniroi Device OA 71 $3 LS 1 ...,..,.._._. .._._..-- 00 OR 0R L5 £L]0 G LS 1 J CRCO 13 .... ,...,. .... ...38..aa.......... 9990.PaCnna9nccm ONA 8anleiiV�ntle9or r#Nor Carhni Device &Sag Valve N® 00 RRQ EA ._ ....,..,.._._,.. anstn€cR#anAilavranca 090000 LS 1 3200,WO,tM S2R0.(Hia.i10 N96.000a Te ara GaH Car{ P 0V Co m.._..,.._..._ Sy 134. _..,..,.._.».» .._._. 87 ------ -- 9999,0€!07 RamkPYtl Aelial CmsxE tTct oo LS . . �4 94gg-0008 Support for W UYstar Line %-a214 2 -i Qc&tiorro)--._...._ RO 60(3(F ^-... LS 1 ela om.(Mog Tres Pratadion (13F1 ftu t1F10) w 00 00 LS 1 90 1900,0010 Pa{ratie Concrete rratfia Elarrier ......_._._._ -rxaor Item 572 LF t1f} —__ 01 gM0011 Metal Sawrs Ferree Trans Oan -- — "I'xTJ(gT €tsm 60EA 5 92 93 9990.G012 Uownrtream Anchor Tarmpsa! _............_ g939.f1U131Aa€si Sean} Guard Ferxie -- Txt7OT Item 540 EA 6 €tsm Sao- 94 33E91,fi101 Canetto Sevts4' VaWi 7sting;k�ycirasta#(a) '_---- �Tx9agT 33 09 3flA 7 ....,...-. 95 _ $9®9:OOt46S"'type'6'FantahieS s95FEShap?ag, TwTinaYiay,e -000D,00 EA 3 ........_ . 9 r ....._..___. Sl7 9S 99 .,.._._... 0 9t399.fl015 Htx" Fpntaiaa 8mrtes stop 96 ew _.....»,...._.__.... � Lag. w1Two. 5ssl f#386,OR15 8s;" 'Cr FantaEna Sndes 9fi FE Slop Ly, txlTa�raWap 54�1 .._.,$ 939. 90R°i7 W'Fontaine $ande 95 Ck'f Slop I"cg, w'i Two VYn Sew__ 999R.OR1S C,nm fiance With uthan Fares Permit ii-A., Anes) aY 999®, 19 HaEfarn City trsspeallon Fate Por "<2" l�rai®r Line Ffelaeatian-. ______ €i0 Rp 0€1 . EA 6 000000 __.._..,.._.._.,_-EA 9 _ 66 RE! tiR.._._.- S3Ei ®0 tYO._ - 00. 0 {Rl LS _ o.7 vex.. li®na Mo*;MM P. or M anlat $d EN14 OF $EC"(w W, U ra ky wrnt7'N CYhNtTARO LY)N5gni�Yl04+ SYLC`rFftATilxJ IF:x.YFh3i:N{S Cexrr. &ssiue€ Z418@rSD i+(t71 U3_i� {x EY ppd;yt � d7 ?P-GCd3 i2 !iQ3s" i_i 9ie14Yo,�s:1 ta'wkhxd als 00 73 N - 4 Addendum No. 3 SUPPLEMFNTARY CONDITIONS Page SIB of 6 With respect to the above outlined insurance requirements, the following shall govern: I. 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 railroad company, separate coverage may be required, each in the amount stated above. 2. There 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'm6.09., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage states" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 .Prevailing Wage Rates (Heavy and Highway Construedon Prtrjeca) 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. Urban Forestty Permit SC-6.0913. "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 ofFort Worth Flood Plain Development Per"iit 2. Haltom City Flood Plain Development Permit CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Drainage Basin Relief intereeplor Revised Janimy 22, 2016 City Project No. 02515 00 73 00 - 5 Addendum Ne. 3 SUPPLEMENTARY CONDITIONS Page 5R of 6 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 December, 2018: Outstanding s'ermits and/or Licenses to Be Acquired OWNER PEST OR LICENSE AND LOCATION TARCYPT BATE OF POSSESSION Oty of Fort Worth Fkcad Plain Development Permit i/11J19 Haltom City Flood Plain Development Permit 1/11/19 Contractor Urban Forestry Permit 4/25/19 SC-6,24 ., "Title V1, Civil Rights Act of 1964 as amended" During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1. C€►wpliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference used trade a part of this contract. 2. Nondiscrimination. The Contractor, with regard to the work performed by it daring the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and ]eases of equipment. The �C:ontractor shall hot participate either directly or indirectly in the discrimination prohibited by 49 ( R, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix 8 of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment- In all solicitations either by competitive bidding or negotiation grade by the contractor for Work to be performed udder a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the Contractor of the Contractor's obligations sander this contract and the Regulations relative to nondiscrimination an the grounds of race, color, or national origin. 4. Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the City, or the "Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance. In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or tlae Texas Department of Transportation may determine to be appropriate, including, but not limited to: a. withholding of payments to the Contractor under the Contract until the Contractor complies, and/or b. cancellation, termination or suspension of the Contract, in whole or in part. CITY OF FORT WORTH Upper Big .Fossil Creek. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief lntercWor Revised January 22, 2016 City Project No, 02515 FORT WORTH Do I Need An Urban Forestry Permit? An Urban Forestry permit (UFC - xxxx) is required for, but not limited to: C4 Building and site work for new projects other than one/two-family residential uses. BuildinR and site work for new projects for oneAwo--family residential uses on lots that are greater than one acre or contiguously owned lots that totai more than one acre. Change of use from one/two family residential to any other use. Some buildi !_q_g&� �ansions & additions to the above uses. Construction or reconstruction of a parkinH lot or 6-thor flatwork & grading. Removing trees that measure 6'� diameter or gTea-ter -at 4.5 ft. above the ground Still not sure if you need an 1� Urban Forestry permit. Have questions.? '' W44C (over) Which Cornea First? Urban Forestry review is part of the building permit process, however, they are different permits and are reviewed separately by different City staff. If a UFC permit is required, it miust be approved before a building permit or grading; permit will be issued. To avoid delays, if your project requires Urban Forestry and Building or Grading Permits, it is important to work on them at the same time, or submit the urban forestry application first. For your convenience, you may: % Download the Urban Forestry permit application and checklist online: Fort orthTexas.go (I)lanninganddevei® ment UrbanForestry AND w Apply for an urban Forestry permit online at: httns;/lacr__ela.fort vv orthtexa ov/citizenaccess/ OR Apply for an Urban Forestry permit in person at the lower level ,f City Hall, located at 200 Texas St., Fort Worth, TX 763.02. Apply at the Applications/Zoning [desk at the northeast corner of the building. (This is different from the Permitting Desk at the south end.) For Faster Service on Building and Grading Permits Urban Forestry permits are related to building and grading permits, but are processed by different staff. Therefore please ensure that you: ® Provide urban forestry staff with associated building and grading permit numbers. 0 Ensure that grading and landscape plans submitted with other permit applications are consistent with your urban forestry plan. DB TYBIY! SM n ViCLL P9IIalNnfj lkil��f 5liK ll/R �fd�alraWRMniHyai3era 4Veslh'aflnlha 9(atem I� YiL#E kCYLYita RNat yYxcbRaHb W RNiry iXms.lm,WctKa�ltn. i4 HsufYb pdj': 7 IIW L`.�li+ I+F� 9ay.a s�rc6 { �a,�.Y..� K iV4lIIID��iMIliM4n:' _:+gx»dlphTCd VAi:d fay �.v[,riu+�iw�x W+Daf�lr .+�l+r�=�.�i i1+E�'pew lPxrr `YYFYII .aad. 7`I +.rt�1Yli11r��►Iti.r.+..at�a�.ai FYlllli/4 r Yi/�ar +I rriwl4rariraa�xwraYn sl ®57'E�Z'�fitior xm;� rsxt Time -Saving On ineiooi Anyone with e access Urban F*fv3WV to their proiects Y logging into the Citizen Portal at bn)s:lZaccela,fortworthtexas.ZovZ citizenaccess �W WORTH Date Ree'd Application for Urban Forestry Permit LTC #: (Cotnpfete all information listed below) Check one Ro6dential (1&2 Family) Industrial El Mixed -Use Zoning LJ TSD Commercial Public Proiwt I I Afrricultural F-1 mijiti- Select Preservation Method If ADolicable To Site Method Option `A' 0 Method Option 'B' Waiver No Trees Project Name: Building Permit 9: 'a Upper Big Fossil Creek Drainage Final Plat Basin Relief lntercgp�tor E Trees to be removed from site D No trees to bm e removed frosite. ------- - Site Street Address& Legal Description of Property (Lot, Block Subdivision): Applicant (Developer/Sub-divider) Printed Name: Cily of Fort Worth Phone! 817- 392- 5026 Signature: Contact., Walter Norwood Date- 12/6/18 Address: 311 West 10th Street Fax: Email. waltennarwoodWortworth City, State & Zip: Fort Worth, TX 76102 Agent Or Consultant RepresentinU Applicant Phones Fax - Email. Printed Name - Address: City, State & Zip-, Record Owner of Property (if different from Applicant) Phone: Fax: Printed Name: Address: City, State & Zip, Email: NOTE: An Approved Urban Forestry Plan/Permit will run with the land and can only be I amended by the 11rhar. Design Commission (Urban Forestry Ordinance No. 18615) County, Gross Site Area or Artificial Lot (771): Acreage: 7 555,407 SY, 1175 AC .. .. .. .. ... . ............................ .................. ....................... For office Use Only ...................................................... .......................... Fee RDD 0 Date law Date Posted Approval Date Denied Date: Reviewer: Comments-. Fom"WORTH: V11,77TE i OF AUTTIORIZti1910N FOR. UMI N 11-OREM11Y PEWMIT R k{ PR EO EN 1 TI ?N I (PRINT OWNERS NAME) CERTIFY THAT l AM THE CURRENT OWNER OF THE PROPRTY DESCRIBED BELOW AND HEREBY GRANT AUTHORITY TO TO ACT ON MY BEHALF IN MAKING APPLICATION AND SUBMITTING TO THE CITY OF FORT WORTH, TEXAS, A REQUEST FOR AN URABN FORESTRY PERMIT FOR TiiE FOLLOWING PROPERTY: hry �p �l s+ (CERTIFIED LEGAL DESCRIPTION] A"I LI%'iY. LEOGEMEN 1 I cni tify that the above information is correct and complete to the best of my knowladge and ability and that I am now, or will be, fully prepared to carry out the Urban Forestry dart as approved should the above representative or their agents fall to do so, or if the property is sold, 1 will make the now owner and their representatives fully aware of the approved Urban Forestry Plan and the Fe-qulm mants chat roan with the land. I further certify that I Ih ve read and uoderslan€I the Iifformation provided concerning the procedure for consideration of my urban Forestry Permit request as well as Section 6.302 of the City of Fort Worth Comprehensive Zoning Ordinance concerning the overall urban forestry regulations. I understand that acceptance of an Urban Forestry Permit application does not guarantee that the City will issue ' the permit unless it is in compliance with all applicable codes, laws, and regulations and all fees have been paid. l understand that once approved, this permit will expire and became invalid on the fifth anniversary of the approval date if either no progress has been made toward implementation of the plan or the project scope and configuration changes prior to tree removal or site disturbance. I understand that should progress toward implementation, tree removal, or site disturbance occur, the approved permit will not expire until the warranty period for new and preserved trees has ended or a new permit and plan are submitted and approved subject to conditions of the original permit. I understand that an approved plan will roan with the land until is revised and replaced with another approved plan: under this or another urban Forestry Permit. I understand that warranty for new and preserved trees begins once the last building is complete and receives a certificate of occupancy or when all improvements shown on the plan have been completed, whichever is the later date. I further authorize my representative to act as my agent, if needed, before the Urban resign Commission during any appeal hearings. I understand that if I am not present or represented at a public hnoring for an appeal of any requirements of Section 6.302, the Urban Design Commission may deny the request. THIS A€9THORIZAi'ION WILL RENTAIN IN FORCE UNLESS REVOKED BY WHITTE N NOTICE. OWNER'S SIGNATURE: OWNER'S NAME (printed) ADDRESS and ZIP - - TELEPHONE" EMAIL: F0 l IT WORI' lj Uebij u Forestry Plan Chet 'HiNt Note: The following plan checklist is provided to assist Urban Forestry Compliance in developing a complete plan set to expedite review by the department. All plans submitted for review are to include a copy of the checklist(s) signed and C®MI'1-,F;TELY FILLER OUT by the responsible party. Submittals made that do not include the checklist(s) will be returned without review, comments, or approval. PI I°11 Note: Phl Phase tine — Existing Conditions Plans 111M Thase T o)— As 1)rvelo ed Plan A. PLAN FACE ITEMS ❑ ❑ 1. Land owner, developer, and preparer names/addresses/phone numbers/other contact info ❑ ❑ 2. Project name (lower right corner) ❑ ❑ 3. Project address (existing or temporary) and legal description of property ® ❑ 4. Vicinity map outlining location with North arrow ❑ ❑ 5. Plan scale (acceptable options: 1 inch = 10,20,3 0,40,50, or 60 feet) ❑ ® 6. Graphic plan scale & North arrow. ❑ ❑ 'l. Corporate City Limits line (if adjacent to property) ❑ ❑ S. Date of preparation and any revisions. (lower right corner of plan) ❑ ❑ 9. All adjacent or interior street names (existing or proposed) ❑ ❑ 1€1. Plat name and number ❑ ❑ 11. Legal Lot or Artificial Lot boundaries (clearly labelf,d) with declared measurements ❑ 12. Scaled depiction of all existing structures and paving ❑ 13. Scaled depiction of all existing structures/paving to remain and proposed new structures/paving ❑ ❑ 14. All existing or proposed regulated utility and drainage channel easements labeled per the plat ❑ ❑ 15. Individual Existing Tree locations and/or outline of tree canopy d ❑ ❑ 16. Individually labeled Significant Tree locations ❑ 17. Individual locations of all new tree plantings ❑ ❑ 18. Existing Tree Legend: tree #; species; dbh; canopy area; removed/preserved; totals ❑ ❑ 19. Significant Tree Legend: tree #; species; dbh; canopy area; removed/preserved; totals (See section G - 5 of ordinance 18615 for significant tree determination) ❑ ❑ 20. New Tree Legend: species; caliper; quantity ❑ ❑ 21. Site Requirements Table (See section 1) B. SITE REQUIREMENTS 1 ABLE (figures derived from calculations on page 2) 1. gross site area being permitted 2. Total area of regulated utility and drainage channel easements X❑ 3. Net Urban Forestry .area 4. Required Tree Canopy Coverage (See 1page 2 for bete)*m1nation) ® 5. ToePd site parking area In square feet (include entire parking field) 6. Required Parking Canopy Coverage: (,10% of total site parking area) Use the following tables: **** If Significant Trees on site, complete chart on page 3 first. Net Urban Forest Area lease 1 :Masi 2w:�it,urs,ilten A Gross area of property (or artificial lot 11 Regulated utility easements and other deductable areas --� C Net Urban ForestryArea '�i 13 RE 11 F G rr I J K 0 I' R S ecitatr '>a'rec t._nnojryArea (phase_ Minimum Canopy Coverage R uire.ment Commercial/Institutional/Public I rTje t 3tl°l� Industrial (20°l) Agricultural (25%) Residential (40°!*)/ New Subdivision Option (250/9) Multifamily (50% of open space requirement) Mixed Use Zoned site 50% of o ens ace Additional 5% if using; preservation method E Total required canopy coverage for site Preservation/Retention of li+.AOInv .'anninv (iminae t nud 2.1 Existing tree canopy area .. _ If seeking approval for please l tartly, then preserve a minimum Of 50% canopy and stop after com letin line M. Preservation re uirement 25L6 Additional 5% if using reservation method B " rotected trees" Additional preservation caption for mitigation of significant tree removal(only if removin si ificant trees - see 1?g 3p Total preservation re uirement Area of existing canopy preserved Total preservation credit toward iat Nvw free Planting IV lase 2) -Required new Planting covers a F — M - dd 44 534 1.02 23* large canopy trees 2(1�er tree x 2004 46,41.. � 1.06 medium canopy trees @ 700 sq ft 2,Sr tree x 700 - - _ small canopy trees 0, 100 sQ R er tree x 100- - Total Plantin W+04-10 1. 46,000 1 1.06 Cx°18) MEW + dd) Se, Rare Feet Acres 555,407 1175 386,862 8.88 16.8,545 3.87 50,564 11,16 6,030 0.14 1,508 0.03 1,508 0.03 6,030 0.14 6,030 0.14 l'arki g A - as.. 1 or 2 ffanAly residential are exiniapt tpbase 2 1' Area of Arkin _ W 0 0 U Ire mired canopy coverage of parking areas (40%) _ T x .40 V Area of cano coverage being provided for parkinr 0 0 Excess/deficient parking eano Y_U) _ Fulfi:liment of Requirements Rase 2 X Total required caRM covers a for site F Y provided earao covers a Z Excess/deficient overall canopy ('- *Applicant will pay the 600 per tree allowed for public projects, rather than planting. 2 50,564 1.16 52 030 1.19 1 xcess. 1,467 0.03 as bb cc dd ee ff gg Niuxeiflcant Trips All Post Oaks/Blackjack Oaks > IS " dbh if east of 1-35 All other trees ? 27" dbh (re ardless of species or location Total of significant trees to be pELserved 5i nificant tree preservation credit Total of si ifcant trees to be removed Rif rifi -qnt *rrpP - Pernizu-11 Mitinu inn l3riynne ff I.nncn Anal. Preservation of existing canopy 1.5X the canopy of removed sigpifi.cant trees in excess of re aired canopy OR.... Planting additional trees 5X the canopy of removed significant trees in excess of re aired canopy OR.... Payment into tree fund for total dbh inches of significant trees removed 0, $200 per inch. dbh OR.... Urban Resign Commission approved plan that mitigates the removal of the significant tree(s) Calculation cc sqft xQ.S aa-�-bb-cc (cc s ftx1.5 ees ftxS (ee dbh x $200) Inches Canopy DBH Sgift D. REQUIRIM EXIT t{NTS (SUBMITTED to the Urban Forestay Compliance Section at time of application filing) V11 i Plal I F1 El 1. Application for Urban Forestry Permit (Complete and signed). ® ® 2. 2 fall -size copies of Phase I & Phase 2 plans (unless applying online). E] ® 3. Plan Checklist (this 3 page form). 0 ❑ 4. Digital copy of Phase 1 & Phase 2 plans (PDF format preferred m ao CAD) ❑ ❑ 5. Credit Card, Cash, or Check/Money Order made payable to City of Fort Worth 6. I fall -size or digital copy of the most recently recorded 111at. Applicant's Certificatioll 1, the undersigned, hereby certify that the attached plan submittal has all items required and listed. 1 understand that if any of the items required are deemed missing from the submittal, the plan will not be acceptable for review and will be returned as incomplete. My client is aware of these criteria and will accept all responsibility for delays due to the incomplete submittals. I am enclosing an explanation for each item which I feel is not required and therefore, has not been included in the submittal package. Applicant's signature Reviewer's signature Date Date dotes. Subdivision Rules & Regulations references: CP (Concept Plan, Section) 301, PP (Preliminary Plat) Section 302 & FP (Final Plat) & FS (Short Form Plat) Section 301 Revised: ttc 106ft/2011 t a rge Frees 50 Credit je2dng Notes Pecan 2,000 sqft 40 ft # -Carya fillnoinensis Deodar Cedar 2,000 sqft 40 ft Cedrus deodara Green Ash 2,000 saft 40 ft # Fraxin us pennsylvanica Magnolia grand/flora Southern Magnolia 2,000 sqft 40 ft BurOak 2,000 sqft 40 ft Quercus macrocarpa Chinquapin Oak 2:_000sqft 40 ft Quercus muhlenbergii Shumard Oak 2,000 sqft 40 ft # Quercus shumardil Texas Red Oak 2,000 soft 40 ft Quercus buckleyi Live Oak 2,000 sqft 40 ft Quercus virgi . wana American Elm Cedar Elm 2,000 sqft 2,000 sqft 40 ft 40 ft Ulmus americana u1mus crassifolid Lacebark Elm 2,000 sqft 40 ft U/Mus Parvif0fid Acer barbatum var. Caddo • Medium Trees 51tr Credit Sliadi)g Notes Caddo Maple 700 saft 25 ft Bigtooth Maple 700 soft 25 ft Acer grandidentarum Common Persimmon 700 sqft 25 ft i3iospyros virginlana Texas Ash 700 sqft 25 Ft Froxinus texensis �Ginkgo 700 soft 25 ft Ginkgo biloba Kentucky Coffeetree 700 sqft 700 sqft 25 ft 25 ft 6ymnociodus dioicus Juniperus virginiona Eastern Red -Cedar Golden Raintree 'Eciarica 700 sqft 25 ft Kbelreuterld paniculato (Afghan) Pine� 700 sgft 25 ft Pinus e1darica Jtalian Stone Pine 700 sqft 25ft Pinus piney -Chinese Pistache 700 sqft 25 ft I Pistacia chinensis 'Honey Mesquite 700 sqft 25 ft Prosapis glanduloso Blackjack Oak 700 sqft 25 ft Quercus marflandica Monterrey (Mex. White) Oak 700 sqft 25 ft * Quercus polymorpho .Western Soapberry 700 sqft 25 ft - 5bp1ndus drurnmondi! Pond Cypress 700 sqft 25 ft Taxodium ascenders Taxodium distichum Acer palmatum Bald Cypress 700 sqft 25 ft * Small Trees Site Credit Sparing llviote5' Japanese Maple 100 sqft 8 ft # ! Common Button -bush 100 soft 8 ft I Cepholanthus occidentalls Redbud 100 sqft 8 ft Cercis canadensis Desert Willow 100 sqft a ft ChIlopsis finearks Rough -leaf Dogwood 100 sqft a ft # Comus drummondfi Texas Persimmon 100 sqft 8 ft Diospyros texana Carolina Buckthorn 100 sqft 1 8 ft # Frangula carohniona Yaupon Hollv 100 sqft 8 ft flex vornitorld Deciduous Holiv 100 soft a ft YeK decidua Creaoe Mvrtle 100 sqft 3 ft Lagerstroemia indica Mexican Plum 100 sqft 8 ft Prunus mexicana hite Shin Oak 100 soft 8 ft Quercus sinuata vor, breviloba Flameleaf Sumac 100 sqft 8 ft Rhus lanceolate Eve's Necklace 100sqft _8ft Sophora affinis Mexican Buckeye 100 soft 8ft Ungnadid sped . osa Rusty Blackhaw 100 sqft 'i—ft—T—Viburnum rufidulum * Drought tolerant species # Not recommended for parking lots or high heat areas iSANffARY SR OEMM rvoMea�rrry i. iartarm aA`taa.aumv.ia.wa,-mwvrM_a.vl xsEaaab®a eiRrNx v+lwat3axsH.lun r.Ma+ M i.. wvM! a paw. �.F N�: tra e. ew.Hu ixa th:baelraE.aw_aa mrowtui.vu�e.nV'ar pvec*+�: +lbw da�bx R. x:9s m. 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I/+ ' — - =t . I5 I �T =rr.f -. r rr'csvma.A I.r.e®I jo-:u•� ti�,oll.��a3Ane, hx oRL WO —_ �u,eraosje w..uuuru. b �npa - �es19Lm.1.••�Ior�r &dtdl I�.�m _ -'-_ — „� wrs.m.rtalen,rsv.wnuran . �—� 9ERAPd�RESYX- Fn� ADDENDUM NO. 4 FOR UPPER BIG FOSSIL CREEK DRAINAGE BASIN RELIEF INTERCEPTOR r:� '�l Addendum No. 4 Issue Date: January 30, 2019 Bid Receipt Date: Janwai'V 31, P,010 This adden di 111) forms part of the contract documents referenced above and modifies the original Contract Documents. Acknowledge receipt of this addendum by signing and attaching it to the Contract Documents (Inside cover), Note receipt of the Addi�ndurn in the Bid Forrn and on the outer envelope of your ind. Qi 4re to 9 M 30 74107MINZIS M MR, , jjrjWj7jT--_j n*-8"*W*z'M4 =a t A ) rACHfWFNM TO MIS ADD NQUff- Section 00 42 43 — Proposaf Form QLA 770N.- i. Specificallon 33 31 12 Cured In Place Pipe (CIPP), Section 22C Performance I Design Criteria references the Drawings for Groundwater Depth. The design shall be based on a groundwater depth equal to one-half the depth of cover in feet. For example, if a pipe has 10 feet of cover, then the groundwater depth value used in wall thickness calculations would be 5 feet. 2. Bid Items 95, 96, 97 and 98 are for Stop Logs to be used in Junction Structures and the urill is per each, The per each uni( is dofined as per each stop log assembly. Each assembly will require a frame with a total height equal to the junction structure and a stack of stop logs to cover the pipe opef iiing - Therefore, if multiple stop mg units are required to cover the opening of a 54-inch pipe, this still represents a quantity of one stop log, SPECIRICA TIONS: 1. Replace Specification 00 42 43, Proposal Form, entirely with the attached replacement. ADDENDUM NO. 4 Bid Item 74, 12" DIP Water w/ Protecto 401, Acceptable Backfill, was modified to dnlpte the m equIrement for Protecto 401 coating. The new bid dusr-ription is: 12" DI Water, Acceptable 8-ackfilL ReWpt Acknowledged: y:" y 'ompny: Aster Department: l 0 -r I Tony Sholofa, PE Senior Capital Projects Officer Water Department 2 ADDENDUM NO.4 w 4i.0 :1i0 PIUMUAL, r.sa W2-nax .4-: M4 SECMN 0€142 43 Addcnd- NR, 4 PROPOSAL FORM NIT PRICE ID Bidder's Application i4vjce€ Ikm €.d'orme;iox 6'sddca'x Ihapasaf itid€ist Ilam �R IiS3ErtJl€£On $pC�.lrl30tlnli .SCC319n No lJa€t of hid�a<! n;dQaxLlti�, URiE i'Yf`C 11td VgfElE �... 1 3331.4603 54" Fit€erplsiss Sewer Pfpe, Accegte63e Beckfili 33 31 13 LF -.-.-.-.391. ... ...2... -. 3331.4909 64"Rita ass Sower Pipe, CLSA9 88tkY€3 33 31 13 LF . .............. 78 ....._.-.-... a as€rtg Other items Open CETE 33 05 22 LF 330 4 _� 3305.3018 54" Sewer&arri€1r Pipe 33 06 24­ LF 33� . .........._.-.-_. 5 3331.4521 48" Fibargias« ;?ewer Pipe, Select Baakfg€ 33�34� i3_ LF ... 3,fJ62 . ............. 9 3331.d5i 4S" Fiberglass Bower Pipe, CLSt.9 8ac"Il._...._. _ _ 33 3t'13 � - LF 162 ---"_.-.-.-.-._ 7 3345.7771 t'dJ' Casing 6y ()that Than t3pan Cut _._ _.._.-...2 33 05 i2 LF .._... 3,728 ............... 8 3305.30Y S 48" Sewer CarYlar Pie _ _.... 33 05 29... LF 3.728 -.-- ............. 9 3339.07# 1 2h" Saveer P a, Point Ra air p -.-..-.-.-.- 33 3122, 93 3123 LF 124 70 3331.0112 27" Barter Ping, Point I�opair --- 33 3122, 33 3123 LF tOg 11 3331,2110 24"CIPP jglvPefhr€dOnly) __-..----- - ---_- 3331 12 ............. LF' 3,554 12.A' 3331.211f} 24"CIPP(AH..m..........-----_�.-...-m..-..._ _ 3331 72 LF 2,889 33 37 23 LF 2,II66 ....i9.. 3331.2111 27"_CIPP `..€ P 91tFa£ti�E9E]i} 333112 LF 270 -- '........ _.,,.74;A" __ 3:131.2117 27" CIPP (A€L 8idk _ 33 31 12 LF 1.696 .. 14.9• 3331.1191 30' Pi{te Eniar arrant (Att. Sl ......... 33 39 23 LF t,fi9p t5 3531.4117 8" Sewer Plpe__Salvct 132SKII - 33 3120 LF 44 ._. .. 16 3331.4210 Y2" Sataar Pipe. Selaci BedaYtl __.-... 33 31 20 L1= "-----6 .._..... 17 333t.d3Y 9 24"PVC P3 46 ASTM F879 Sa+xer t €pa, Seise! i1a€tt€1 93 37 20 _..._ LF .............. 62 -..-..-....-.-.-.- .._.. 113 3331.4339 27"PVC P5 4S ASTM F6?9 S�+nrer Pte, AccaptaU€s i3ackfEB 33 31 20 ._ - -__ __..-3� 4 99 3331.d331 27"PVC PS 46 dIST?A F6i9 Sevr�r PierCLSfiq _i3a_c&ifll 33 37 20 LF------a0 3305.1107 a2"Casing t3y srThan Open€ Gu[ $3 05 24 LF _..._ .._.-.......-. 69 21 3.3 OS 22 LF -_.. 22 3339.Y11lt fi`1Na thole 3339 10,333920 ....._EA._._. _ 18 23 3339.1103 5 Ex#ra f3eptlY t:0attflata 33 3910, 33 39 20 Vf 223 24 3339.1911 5' lee E3asa AAar<ita€s 33 3010. 33 39 2p EA '-- --- ---- 24 25 3339.1112 a' Tua Base Drop Mmnhale 33 3010, 33 39 20 SA _ 4 ZB 33...... 3 5' Tee Base Extra t5-- Ih lPan€tato 33 39 10. 33 39 20 VF 436 27 ............. 3339.1201 6' NIM9ta€® _ ............................ 33 39 10, 33 3920 EA 1 20 ._................... .. 3339.1203 V Extra 6 !h Rlcntt to _ 'rR. ... .......... .-..__...-__.._. 33 39 10. 33 39 20 VF €3 ...-29 : .3339.20U1 S&ni€arySerrai J€r€tc€ton S1ntc€ure #t (STA 0+96.65, 55 LtIdE A} ..,,� 83 39 10 EA -,.......- 1 ------------_- 30 3339.2001-Sanitary Barter junction Structure #2 (STA 3>87.77, SS LINE A) 3d 29 YO EA .-......- 31 3339.21107 Sanitary Satarer Jur€L:tiart €"st€ucfura 3A3 (5TA 1+15.00, LATEF;$L-t) � - - 3 39 90 - ---- ___ EA. ............................ 1 .-...... 32 3339.2iY0f Sanitary Sewer Jtu€aion S€ruch€re�4..(STA 4S*9257; SS LINI~ AS 33 8910 .. - 1 33 3339 2007 SLi N Sewer Juncf m SUtMltra# S (5TA 9+13.74, LATERAL.3)__ ___ -------'33 39 1f3 EA 34 9339,2.iR11 5erd!a y Sewer Junction S cture M -STA 85+60.4, SS UNP- Aj - .. 33 u9 70 ids.- 9 ------- 35 3339.21Kr1 se€ttia Sewer dta€r.Sot IFUCOJM #F7 {5TA 1415.00, LATERAL -4�` _ 333910 _...... . .EA 1 .. m _38 9303,0(H€1 9ypa55 Pumping'.............W. 330310 .._ _iS 1 - 37 _ 3305.(71i33 ,R hrte sxE.et"sng ia" F€1Ssr Qptic dum syscern at STA48+73 inNuding reguiradsttaefa�yd3flarir...._-.-.____ 33 05 30 EA 1 35 3305.0103 i7�e existing 24" Water Lira at STA 80 M indudinp requirsd aftoafang and Shorin 330630 A 39 _ 33€i5,(i103 i)-hale exi&6ng F1barQptia duct system at STA 83+21 it5clu4Ln€i raq€rirad she9li� and ahott37g .�. -�. 330530 EA 1 Ott 3OQ5,0109 Trench Safety _ ___.-.-.....-� 83 05 10 .-.-.. LF 5,459___-- 41 3305,0110 5 2.-. A 422 345.0170.i16i� f0kBid . ...- .-.-.-.-.-33 33026 - LS -_µW59 1 43 3305.0112 CoweteCnAaF 330817 EA 47 -..-_.._ 3343.0113 Trench Wa€ar5€ape_ 330615 EA 3 .. . ...45 3339.ti907 E fAenhWaLMer{YJacrenEnviro€Ymer€ta3' -.......ecti- 333960 Vt" 863 46 33fl- . Pre -CCTV IrtapaeEian_ _,_....._.............____-____.__���_._._.._-......._ 33 01 31 LF ................... i3,393 47 3301.€3002 Post -CCTV tnspectlon $301 31 _ -.-' j F_- . - _-_17,346 .T._. _.-.....-._ 48 33€11.0141 Alenhofe V�LrL€mTesfing 330130 .............. .. GA 55 49 3939.0002 Epox S(w0ure Later (Yyatran Enrlroomental) 33.39fla SF 0,975 50 0241.2001 SeMaryLlnaGr¢Lsti€1g ...,..,.., 024114 CY 7 39 0241.290 B"SeerarAbar€danmenlPtEeg.-.-v_- .-__._.,..._._.._._,.-._ 424119 EA 16 _._5?...... ............._.-..... 0241.21€75 12"5sawerA6andonmernt�ttEg 024114 EA 4 .-93 0241.2111 24"SetwerAbandanmontPI-4q_ �w_____ -_............. 024114 EA 2 -.- 54 ti241.2801 Ramaua 9' Sawar Manhalffi ,,..,..-.,.. - - ---- -- - -------- 02 41 14 EA 22 .................... SS {3241.St3€i1 At3andnn h¢gnhnle 024114 EA � 2 _....-................ 55 _.._._......._.3137,0119 ConcralaRlptap _ 1U 3927 f139 _ SY --.. 8.7 H21 SY ^--.-._-. S5 _-�._... SB 8212.OS01 4"Asphalt pass Type p ..................... S9 3213.0303 &'CopiL.'SidumullK - S21320 SF 7,673 SO 329..£}100 Biacc 5oa TtacametsS 32 �32 13 SY 21.211 01 9292.t3400 S�adi , tiyn.�... dr!nWch.-._................... ___..-...._................,. 32 82 13 SY 58,5K2 .�.... fi2.-. 3pfrJ2.O50U Seaciing, Sail Re€entian €3lenic®f (Ct1rLE7S) ^^ 32 9213 SY 41.587 CaY OF FOx7'NE31Y'i i€ STINOARO MNS Iai€LM"MAE ]FlfNJ'€ON €XK`t MF.b(5 ,- R-J 29t2WV P41 f0 :-1 I} ; r a u I 1 LL I I 11, . 15 2 COM IM1 RW 8�yinssl WcrL*,wY sl. ".1249 gib mor"*5A Papas a€2-AAS.a::S m N.4 SE"ON 00 42 49 tddaeidiert< Nc, d PROPOSAL FORM UNIT IRRI :E BID laiddees Application Preljcat Iraea [nfans9Gart wdd.?d PrapnsaE Bidl k3rfa Dc Vivd.m 5p.iricntinn &Rion Flo Unitnf tfcasnre Bid Quantity Wt erica Aid `f hi 43 3471.9001 irstFic Conir®1 ......... 34 71 .1. ............ . t 0 4B -- 33 47 1u-........._..._€F 40 s"s %4r 3341,03022 3W RCP. CG3&s 111 93dt0992 d2" RCP, CIS i€t --_ -P---- - __..,.._ 3341 ifs_._._.._.__ 334'1 10 _.. LF LF 75 20 Et7 _._..............._..,..,..,...._._ 3341.060566"RCP, Ctass€t€ l " R 3341 i0 LF_._._,..,..,.._._..__ 40 58 O - 3341.0791 72"RCP,Class3€I 3125.0101 �SYWPPP 21 wir __........................ ........................... 33m15 31 2500 _._._LF.— LS 1 70 -----.........._............_.. fii .,,.,. 3110.0102 V-R2" Try €2eln>ev� ......................... .. ...................... ._..,..,..,..,..._..,..,..,...._..,..,.. 31YQ.Uii1312"-1a"Trwnornovat 81 1t3 di5 319000 .....__ EA CA —� 37 10 ..._—_.- 72 3119.Q104 W-24' Tree,Romovaj ................... 111000 Est 7 73 ---- ...____—_. 3919 97f?S 29" and LazOar Trea Remnval _...._.__..............w.� —__. 31 '1€7 00 EA 2 .,.... ,..,............ ,..,._____ 74 3311.0461 IT DIP Mlar< Am aptnWo enddill 81111 19 1-F 132 _,.._._.._..,..,..,..,..,......._ 7S 33i 2.9117 CCPitISCPlnfl to fisting 4"-12° YdaW chain 33 12 25 EA Y ..,.. 3312,4100 7T )t 17' Topping S€aave 83 12 25 EA 2 77 ....... ..................__.. 3312.1002 2" CnmNnatio t Air Va€t+tn Assambly for' _ :3312 3[i-...�.......�.�..� _..__ _ 1 78 3311eOQR1 L�Ociifa Iron Yc>ater F"dtjn s tt`t 6tasirant 331111 ........... .... 7QtJ 1 79 0171.0101 Conslrmton Sti;WnW � 01 71 23 _._._.._....._�� fl0 0171e0102 Al -Built $blsany(F1641•Linq) 017173 LS 1 91 OP1S9.0001 Pee-CranSftuciian iupagraPPslcml 5e>r �t��.,,.,,.-._•.•.......................... QQ OQ i?Q LS 1 _ 02 9$44,OOD2 Post-ComIru don Te drap€%ral Su 00 60"" .'_._..._ L>g 9 83 84 ................... 9999.@QCi3 $:anitaty SEwar trianhala Vani€€a€ar with btlor Gnn4ai Clavica€ 9SN915004 Sad_,. try. Sawsr tAanitale Veto€iaFar w;U1 Odor Control E9avics � Ssli Valr+a ....,.,. QQ OQ qQ _.. . CR Oq t79 EA 5'x 13 685 .,... ....._ 0999,095 Cans€radian A3awancs ................_ —COOa0 LS 9 2DQ 06€3.slo 52t€O.acrrl.9q 96 9 ,€H3q& Tamgarar Holt Cart Path w €NS oa SY l U 87 9999,OD07 %1anlove Aerial Craasing qQ qQ AQ LS 9 8B ' 6989,®90BSUpp4r114t.33"VIa[arL1ne;C-8214 2-LescaticGn�� (10il000 LS 1 B9 2sOe_a9[1S Tres Rrotecdon (UF9 thnr LEFi€i "-" qp 9Q 0. LS 1 ^'---T -- sti S99S,961q Par?eehlo CD t�eie 7rsilie 13Arrier ._ _._ ._.__ TxXDOT Hom 512 LF ..................3Q 91 ..� 9504.09i 1 PhsH� yam Fancy Transignn rvTxUOT Item 540 SA ...._._._....... 02 8a68.9012 pawnstream An, Taw*Q Y„Ikil flam 540 _.. .................._. EA 5 33 8958.0013 PrlePal Beam GuasilForm ! A,'Ci7 Grit 540 1.F ... _ 58 94 3341,0101 CancreP® 9r3wrsr iFaDlt Tssiirtr� (HYdroaflaiic) . � 33 03 30..'....__..EA ...................... 7 55 9958.6614 56" i'ypa'B` FQG Iains Series 95 FE Strip Lug, wf Two! Saal _Y ..... .........._.__._., ss Ml),0015 W, Fontefiw Series 95 CYv Y SFap Log, wf Two Wa 9esi ... {IO 00 QO ... _ 07 9H ';ti 9,Rp16 86" 7ypA "C' fanPnS Ssrtaa 9S F'E Si€�p Lag, tri Ywa Sruay Seal Rggann?7Fa'Fonw€ESauIw45 1Y;1r i xJ7.a Bpi hHI1aBiP}�imt€lnaelfWWlhiA�b9hFftrnal P� n€ml ILId h 995LLOQ19 11nXnRl 1Yntw UrkB lhlaMllon ....................y,,,�... Ots 00 qQ. __... EA EA 1 9 r _ _nflDO_W QOf1tIE LS 9 k40 00 P`,0 UO ._._.. LS 1 511596.00 S1,50'�P.CO 1aniMM110cn-3-M MY QN1-tI8 IMonte cl A Oro. Y44 FIV OF SECP1i H Ca MF MATWOUJI STMDAi'o 00N6TAtfL'r€ O!*Wifw] 'i1IH'. 6W nvmfm3 T'xm ReriaE i�ii7012G a,111 GJ, ':• 421a-0.42 J) p:d3 SS uC a512_d4 I5 si SW iSopcv: Wc3Lm&i� 00 11 13 -1 Addendum No. 2 INVITATION TO BIDDERS Page 1 of 2 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of Upper Big Fossil Creek Drainage Basin Relief Interceptor, City Project No. 02515 will be received by the City of Fort Worth Purchasing Office: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 until 1:30 P.M. CST, Thursday, JANUARY 311, 2019, and bids will he opened publicly and read aloud at 2:00 PM CST in the Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: 330 LF 54" Sewer Pipe by Other Than Open Cut a 469 LF 54" Sewer Pipe 0 3,728 LF of 48" Sewer Pipe by Other than Open Cut dD 4,154 LF 48" Sewer Pipe 0 415 LF 27" Sewer. Pipe ® 1,900 LF of 27" sanitary sewer rehabilitation ® 6,242 LF of 24" sanitary sewer rehabilitation PREQUALIFICATION The improvements included in this project must be performed by a contractor 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 00 21 13 INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworthtexas.gpy/purchasing/ and clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. The contractor is required to fill out and notarize 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 httDg://www.ethics.statc.tx.us/tec/1295-Info.htm. Copies of the Bidding and Contract Documents may be purchased from Teague Nall and Perkins which is as follows 5237 North Riverside Drive, Suite 100, Fort Worth, Texas 76137 The cost of Bidding and Contract Documents with full size drawings: $80 The cost of Bidding and Contract Documents with half size drawings: $60 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 22, 2016 City Project No. 02515 0011 13 - 2 INVITATION TO BIDDERS Page 2 of 2 PREBID CONFERENCE A prebid conference {not mandatory, but highly recommended for clear understanding of project scope} may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following location, date, and time: DATE: January 14'h, 2019 TIME: 9:00 AM C.S.T. PLACE: 311 W. 10a' Street Fort Worth, Texas 76102 LOCATION: City of Fort Worth Water Department CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Walter P. Norwood, P.E., City of Fort Worth Email: Walter.Norwood@fortworthtexas.gov Phone: 817-392-5026 AND/OR Attn: Ty Hilton, P.E., Teague Nall & Perkins Email: thilton@tnpinc.com Phone: 819-665-7145 ADVERTISEMENT DATES December 21Ir'', 2018 December 27dh, 2018 END OF ,SECTION CITY OF FORT WORTH Upper Big Fossil Creels STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 22, 2016 City Project No. 02515 SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 002113-1 INSTRUCTIONS TO BIDDERS Page i of 9 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which 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 copies of 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.I.All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified (even if inadvertently opened) shall not be considered. Prequalification requirement work types and documentation are as follows: 3.1.1. Paving — Requirements document located at; littps://proicetpoint.buzzgaw.cfl /fortworthgov/Resources/02%20- %20Constrllction%2ODocuments/Contractor%20Pre uali_ficatioti/TPW%2OPavitlg 2OContractor%2OPrequalification%2OProgram/PRE-QUALIFICATION%2GREQ IJIREMENTS%20FOR%2OPA V ING�/D2000NTRACTORS.PDF?public 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised August 21, 2015 City Project No. 02515 0021 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 9 https://pKojeetpoint.buzzsaw.com/fortworthgov/Resources/02%20- %20ConstTuction%2ODocuments/Contractor%2OPrequalification/TP Wolo20Paving %20Contractor%2..OPre ualifcatiorn%2OPro gram/PRE UALIF'ICATION%20RE U1REME,NTS%20FOR%2OPAVING /`2000NTRACTORS.PDF? ublic 1.3. Water and Sanitary Sewer — Requirements document located at; littps://projeclpoint. buzzsaw. com/fortvvorthgov/Resources/02%20- %2OConstruction%2ODocumclats/Contractor°/o2O Prequalifi cation/Water%20and°/o2 OSanita %2OSewer%2OContractor%2OPre ualiflcation%2OPro ain/WSS%20 re saual%?Or Auirements.doc?isublic 3.2. Each Bidder unless currently prequalif ed, must be prepared to submit to City within 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(s) 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(s) to deliver a quality product and successfully complete projects for the amourit.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 shall: 4.1.1. 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. 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. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief interceptor Revised August 21, 2015 City Project No. 02515 0021 I3-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. 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. Be 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. 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. On 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. 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 is prima -facie evidence that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually _ encountered in construction and as indicated in the Contract Documents will not be allowed. 4.1.8. 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. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: CITY OF FORT WORTH Upper Big Fossil Creels STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised August 21, 2015 City Project No. 02515 0021 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 9 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. 4.3. 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. 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. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised August 21, 2015 City Project No. 02515 002113-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 5.2.Outstanding fight -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 in writing 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 delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Attn: Walter P. Norwood, City of Fort Worth Fax: 817-392-8195 Email: Walter.Norwood@fortworthtexas.gov Phone: 817-3.92-5026 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications may be posted via Buzzsaw at hLt s:// ro•ect oint.buzzsaw.com/foitworth ov/lnfrastructure°/fl2OPro'ectsl02515%20- %20Possi l%2OCreek%2OSanitM`/`20 Sewer/Bid%2ODocum.ents*/*2O.Package/Pl.an%20 Holder%20Registration%20-°/n20Plan%20Ho.lder°/n20Name°/n20Here. doc?public 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. 7. Bid Security 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5.01 of the General Conditions. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised August 21, 2015 City Project No. 02515 0021 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award, City may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City until final contract execution. 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. W. ,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 0125 00 of the General Requirements. H. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 12-2011 (as amended), the City has goals for the participation of minority business . and/or small business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE and SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or Joint Venture Form as appropriate. The Forms including documentation must be received by the City no later than 2:00 P.M. CST, on the second business days after the bid opening date. The Bidder shall obtain a receipt from the City as evidence the documentation was received. Failure to comply shall render the bid as non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief interceptor Revised August 21, 2015 City Project No. 02515 0021 13 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 9 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. 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, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or furnish materials required. All prices shall be written legibly. In case of discrepancy between price in written words and the price in written numerals, the price in written words shall govern. 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 venturer 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 on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque scaled envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised August 21, 2015 City Project No. 02515 002113-8 INSTRUCTIONS TO BIDDERS Page S of 9 14. Modification and Withdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option of the City, be returned unopened. 14.2. Bidders may modify their Bid by electronic communication at anytime prior to the time set for the closing of Bid receipt. 0. Opening of Bids Bids will be opened and read aloud publicly at the place where Bids are to be submitted. 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 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, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by City. City also reserves the right to waive informalities not involving price, contract time or changes in the Work with the Successful 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. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised August 21, 2015 City Project No. 02515 0021 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of 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 famish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 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 contractor award a Notice of Award will be issued by the City. 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance, and all other required documentation. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised August 21, 2015 City Project No. 02515 003215-0 CONSTRUCTION PROGRESS SCHEDULE SECTION 00 32 15 CONSTRUCTION PROJECT SCHEDULE PART1- GENERAL lei W-1IM1uK11: A Page 1 of 10 A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Project Schedule 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 D. Purpose The City of Fort Worth (City) is committed to delivering quality, cost-effective infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a properly structured schedule with accurate updates. This supports effective monitoring of progress and is input to critical decision making by the project manager throughout the life of the project. Data from the updated project schedule is utilized in status reporting to various levels of the City organization and the citizenry. This Document complements the City's Standard Agreement to guide the construction contractor (Contractor) in preparing and submitting acceptable schedules for use by the City in project delivery. The expectation is the performance of the work follows the accepted schedule and adhere to the contractual timeline. The Contractor will designate a qualified representative (Project Scheduler) responsible for developing and updating the schedule and preparing status reporting as required by the City. 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. 2. Non-compliance with this specification is grounds for City to withhold payment of the Contractor's invoices until Contractor achieves said compliance. 1.3 REFERENCES A. Project Schedules Each project is represented by City's master project schedule that encompasses the entire scope of activities envisioned by the City to properly deliver the work. When the City contracts with a Contractor to perform construction of the Work, the Contractor CITY OF FORT WORTH Upper Big Fossil Creek STANDARD SPECIFICATION Drainage Basin Relief Interceptor Revised JULY 20, 2018 City Project No. 02515 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 will develop and maintain a schedule for their scope of work in alignment with the City's standard schedule requirements as defined herein. The data and information of each such schedule will be leveraged and become integral in the master project schedule as deemed appropriate by the City's Project Control Specialist and approved by the City's Project Manager. Master Project Schedule The master project schedule is a holistic representation of the scheduled activities and milestones for the total project and be Critical Path Method (CPM) based. The City's Project Manager is accountable for oversight of the development and maintaining a master project schedule for each project. When the City contracts for the design and/or construction of the project, the master project schedule will incorporate elements of the Design and Construction schedules as deemed appropriate by the City's Project Control Specialist. The assigned City Project Control Specialist creates and maintains the master project schedule in P6 (City's scheduling software). 2. Construction Schedule The Contractor is responsible for developing and maintaining a schedule for the scope of the Contractor's contractual requirements. The Contractor will issue an initial schedule for review and acceptance by the City's Project Control Specialist and the City's Project Manager as a baseline schedule for Contractor's scope of work. Contractor will issue current, accurate updates of their schedule (Progress Schedule) to the City at the end of each month throughout the life of their work. 13. Schedule Tiers The City has a portfolio of projects that vary widely in size, complexity and content requiring different scheduling to effectively deliver each project. The City uses a "tiered" approach to align the proper schedule with the criteria for each project. The City's Project Manager determines the appropriate schedule tier for each project, and includes that designation and the associated requirements in the Contractor's scope of work. The following is a summary of the "tiers". 1. Tier 1: Small Size and Short Duration Project (design not required) The City develops and maintains a Master Project Schedule for the project. No schedule submittal is required from Contractor. City's Project Control Specialist acquires any necessary schedule status data or information through discussions with the respective party on an as -needed basis. 2. Tier 2: Small Size and Short to Medium Duration Project The City develops and maintains a Master Project Schedule for the project. The Contractor identifies "start" and "finish" milestone dates on key elements of their work as agreed with the City's Project Manager at the kickoff of their work effort. The Contractor issues to the City, updates to the "start" and "finish" dates for such milestones at the end of each month throughout the life of their work on the project. 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration The City develops and maintains a Master Project Schedule for the project. The Contractor develops a Baseline Schedule and maintains the schedule of their respective scope of work on the project at a level of detail (generally Level 3) and in CITY OF FORT WORTH Upper Big Fossil Creek STANDARD SPECIFICATION Drainage Basin Relief Interceptor Revised JULY 20, 2018 City Project No. 02515 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 alignment with the WBS structure in Section 1.4.H as agreed by the Project Manager. The Contractor issues to the City, updates of their respective schedule (Progress Schedule) at the end of each month throughout the life of their work on the project. C. Schedule Types Project delivery for the City utilizes two types of schedules as noted below. The City develops and maintains a Master Project Schedule as a "baseline" schedule and issue monthly updates to the City Project Manager (end of each month) as a "progress" schedule. The Contractor prepares and submits each schedule type to fulfill their contractual requirements. 1. Baseline Schedule The Contractor develops and submits to the City, an initial schedule for their scope of work in alignment with this specification. Once reviewed and accepted by the City, it becomes the "Baseline" schedule and is the basis against which all progress is measured. The baseline schedule will be updated when there is a change or addition to the scope of work impacting the duration of the work, and only after receipt of a duly authorized change order issued by the City. In the event progress is significantly behind schedule, the City's Project Manager may authorize an update to the baseline schedule to facilitate a more practical evaluation of progress. An example of a Baseline Schedule is provided in Specification 00 32 15.1 Construction Project Schedule Baseline Example. _ 2. Progress Schedule The Contractor updates their schedule at the end of each month to represent the progress achieved in the work which includes any impact from authorized changes in the work. The updated schedule must accurately reflect the current status of the work at that point in time and is referred to as the "Progress Schedule". The City's Project Manager and Project Control Specialist reviews and accepts each progress schedule. In the event a progress schedule is deemed not acceptable, the unacceptable issues are identified by the City within 5 working days and the Contractor must provide an acceptable progress schedule within 5 working days after receipt of non -acceptance notification. An example of a Progress Schedule is provided in Specification 00 32 15.2 Construction Project Schedule Progress Example. 1.4 CITY STANDARD SCHEDULE REQUIREMENTS The following is an overview of the methodology for developing and maintaining a schedule for delivery of a project. A. Schedule Framework The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. B. Schedule File Name CITY OF FORT WORTH Upper Big Fossil Creek STANDARD SPECIFICATION Drainage Basin Relief Interceptor Revised NLY 20, 2018 City Project No. 02515 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number —Project Name —Baseline Example: 101376 North Montgomery Street HMAC Baseline • Progress Schedule File Name Format: City Project Number _Project Namc_YYYY-MM Example: 101376 North Montgomery Street HMAC 201 S 01 • Project Schedule Progress Narrative File Name Format: City Project Number —Project Name PN_YYYY-MM Example: 101376 North Montgomery Street HMAC PN_201 S_01 C. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the Iayout of the Construction section. The templates are identified by type of project as noted below. a Arterials a Aviation a Neighborhood Streets • Sidewalks (latei) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water D. Schedule Calendar The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's eight standard holidays (New Years, Martin Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, Christmas). The Contractor will establish a schedule calendar as part of the schedule development process and provide to the Project Control Specialist as part of the basis for their schedule. Variations between the City's calendar and the Contractor's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. E. WBS & Milestone Standards for Schedule Development The scope of work to be accomplished by the Contractor is represented in the schedule in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the development of the schedule activities and shall be imbedded and depicted in the schedule. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD SPECIFICATION Drainage Basin Relief Interceptor Revised JULY 20, 2019 City Project No. 02515 00 32 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 The following is a summary of the standards to be followed in preparing and maintaining a schedule for project delivery. 1. Contractor is required to utilize the City's WBS structure and respective project type template for "Construction" as shown in Section 1.4.11 below. Additional activities may be added to Levels I - 4 to accommodate the needs of the organization executing the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 "Construction Execution" that delineates the activities associated with the various components of the work. 2. Contractor is required to adhere to the City's Standard Milestones as shown in Section 1.4.1 below. Contractor will include additional milestones representing intermediate deliverables as required to accurately reflect their scope of work. F. Schedule Activities Activities are the discrete elements of work that make up the schedule. They will be organized under the umbrella of the WBS. Activity descriptions should adequately describe the activity, and in some cases the extent of the activity. All activities are logically tied with a predecessor and a successor. The only exception to this rule is for "project start" and "project finish" milestones. The activity duration is based on the physical amount of work to be performed for the stated activity, with a maximum duration of 20 working days. If the work for any one activity exceeds 20 days,. break that activity down incrementally to achieve this duration constraint., Any exception to this requires review and acceptance by the City's Project Control Specialist: G. Change Orders When a Change Order is issued by the City, the impact is incorporated into the previously accepted baseline schedule as an update, to clearly show impact to the project timeline. The Contractor submits this updated baseline schedule to the City for review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. H. City's Work Breakdown Structure CITY OF FORT WORTH Upper Big Fossil Creek STANDARD SPECIFICATION Drainage Basin Relief Interceptor Revised JULY 20, 201 S City Project No. 02515 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits xxXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure I. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. Activity ID Activity Name Design 3020 Award Design Agreement 3040 Issue Notice To Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting #1 (required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete CITY OF FORT WORTH Upper Big Fossil Creek STANDARD SPECIFICATION Drainage Basin Relief Interceptor Revised JULY 20, 2019 City Project No. 02515 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public Meeting #3 (if required) 3360 Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting #4 Pre -Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 9130 Notice of Completion/Green Sheet 9150 Construction Contract Closed 9420 Design Contract Closed 1.5 SUBMITTALS L A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Contractor's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Contractor's submittal. 1. Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (xer, .xm1, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in .xis or .xlsx format in compliance with the sample layout (See Specification 00 32 115.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose within ten workdays of the Notice of Award. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD SPECIFICATION Drainage Basin Relief Interceptor Revised JULY 20, 2019 City Project No. 02515 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last clay of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within 5 workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. o Baseline Start date * Baseline Finish Date, m % Complete o Float m Activity Logic (dependencies) Critical Path Activities added or deleted o Expected Baseline Finish date Variance to the Baseline Finish Date B. Monthly Construction Status Report The Contractor submits a written status report (referred to as a progress narrative) at the end of each month to accompany the Progress Schedule submittal, using the standard format provided in Specification 00 32 15.3 Construction Project Schedule Progress Narrative. The content of the Construction Project Schedule Progress Narrative should be concise and complete to: o Reflect the current status of the work for the reporting period (including actual activities started and/or completed during the reporting period) ® Explain variances from the baseline on critical path activities Explain any potential schedule conflicts or delays a Describe recovery plans where appropriate Provide a summary forecast of the work to be achieved in the next reporting period. C. Submittal Process CITY OF FORT WORTH Upper Big Fossil Creek STANDARD SPECIFICATION Drainage Basin Relief Interceptor Revised JULY 20, 2019 City Project No. 02515 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 • Schedules and Monthly Construction Status Reports are submitted in Buzzsaw following the steps outlined in Specification 00 32 15.4 Construction Project Schedule Submittal Process. ® Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules or construction status reports are required from the Contractor. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the Contractor's Project Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the Contractor's scope of work. C_ The Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 1.13 ATTACHMENTS Spec 00 32 15.1 Construction Project Schedule Baseline Example Spec 00 32 15.2 Construction Project Schedule Progress Example Spec 00 32 15.3 Construction Project Schedule Progress Narrative Spec 00 32 15.4 Construction Project Schedule Submittal Process PART 2 - PRODUCTS ]NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Upper Big Fossil Creek STANDARD SPECIFICATION Drainage Basin Relief Interceptor Revised JULY 20, 2018 City Project No. 02515 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH Upper Big Fossil Creek STANDARD SPECIFICATION Drainage Basin Relief Interceptor Revised JULY 20, 2018 City Project No. 02515 00 32 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 1 of 5 SECTION 00 32151 CONSTRUCTION PROJECT SCHEDULE — BASELINE EXAMPLE PART1- GENERAL The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the baseline for the project. This version of the schedule is referred to as a "baseline" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a baseline schedule. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. 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F1II.' � !Y �I �� M •- f� sue'' h'R 9A A B w .14 LL to is 'y�Yqq+ I ■' i� {4 {� li N' + i': ' I]� �: 11 y, u' `y ty , _ 1r4 F 9r III it it k 1/ l; l; Y: 17 IL ;3 fi L :-7 F, ru VII CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised JULY 20, 2018 City Project No. 02515 00 32 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 4 of 5 __i*______________ -� y y�-7 } 4a L_______.__�___ __i---------- '}._ F� 1 - .......... �r �ry i � f��•,yr1 I M ,li •II ii W� the f� a• LI. h ri .� e /Fn�V �.4 L ir N.i.i M kj a' 3 El Gad lir � LD in m r� m i 41 r7 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised JULY 20, 201 S City Project No. 02515 00 a215.1 - 0 CONSTRUCTION PROGRESS SCHEDULE —BASELINE EXAMPLE Page 5 of 5 rRVIXI] RTO r Cowl Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 2018 Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 0032 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 1 of 4 SECTION 00 32 15.2 CONSTRUCTION PROJECT SCHEDULE — PROGRESS EXAMPLE PART1- GENERAL The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the progress for the project. This version of the schedule is referred to as a "progress" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a progress schedule. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. 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Y },�t I�i''ll I bys r w `. 7 r:, r� ,,,,„„ ,, j8i .,( V 1 r - ,1,1 V ra _ 4. ;J4 j!cL W 91 Vn;^� ——}7ry Skgs;.,� ..4r :.;r{rr:r.7 cl14r 41 2 :7 Cd W � Y1�]5 llr rt L � •] C 4y. 41 (A€€Qaa��� 1``/I I-1 II1L"!..' n F � iJYI :.. i,� 'i�. ✓~ il¢) • 1 1� ��}J , .s Iy�' 1SryuIII 'Yu�Ir. �q1 I: �II[ L y 1" Y� ' •`i; ld� :W15 �� RRAQC� CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised JULY 20, 2018 City Project No. 02515 00 3215.2 - 0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 3 of 4 ---'-----=-----'-------------- =-------------- ----'---- ------------- —--------------------i----------'---------i'-- - ---------- -_____._-_f.__..------ y..------ .._._._-._-.;....... ...�j... C.r 1 : _ s = _ _-- . ----- '1 �-._..—J,--.-.__...-i—...... 1---•-----L_...._..J.---------1----..., �1 � . ' .-�'_ -------J'-- . 1 — •—.!.._.�. _ — — — — — ---------------- = - , 6 .. 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Jarrell Initial Issue CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised JULY 20, 2018 City Project No. 02515 00 32 15.3 - 0 — PROGRESS NARRATIVE Page 1 of 1 SECTION 00 3215.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Company name: City Project No: Engineer's Project No: City Project Manager: Engineer's Project Manager: A. List oY activities accompiisnea in the reporting perrioa. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) B. List of activities to ne accompusnea in the next reporting perrioa 1. (insert text here) 2. (insert text here) 3. (insert text here) 4,, (insert text here) 5. - (insert text here) 6. (insert text here) 0 Z,. List any potential delays and provide mitigation actions 1. (insert text here) 2. '(insert text here) 3. (insert text here) D. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth, Texas Construction Project Schedule Narrative Report for CFW Projects TPW Official Release Date:7.20.2018 Page 1 of 1 00 3215.4 - 0 CONSTRUCTION PROGRESS SCHEDULE —SUBMITTAL PROCESS Page 1 of 7 SECTION 00 32 15.4 CONSTRUCTION PROJECT SCHEDULE — SUBMITTAL PROCESS PARTt- GENERAL The following information provides the process steps for the Contractor to follow for submitting a project baseline or progress schedule for a capital project to the City of Fort Worth. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. If you are not a registered CFW Buzzsaw user, please email or contact: Fred Griffin, Buzzsaw Administrator City of Fort Worth Fred.Griffm@fortworthgov.org 817-392-8868 Using your registered username and password log into the City's Buzzsaw Site littps:Hprqiectpoint.buzzsaw.co.m/client/fortworthgov J 4 4 Navigate to your Project Folder. Verify that your Project ID and Project Name are consistent with Project Folder Name. Navigate to the Schedule Directory under your Project Folder. The 00701-Flaxseed Drainage Improvements project is used for illustration. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised JULY 20, 2018 City Project No. 02515 00 3215.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 2 of 7 71 •Yday I�+ah+awlj�m t i 9u^uk IF — - F hu■ I I .3�J. �r�. - ��F.M - _ ..- — C Jr�[L1�I�L�-ds ++rft.-F6, 1+.;,34 a Z�" �. J Lre�lranr� Lar4s:.tur' J s�ey Gr tranarrvtrts entl - J4fs�il tY��r 1 J 4 J ahMn . GM 'Ate 4MM Mira!Lk er; dUUS LfbM.daq� Cam ❑UL ! '1 ! 030 Ik4a+Arpw5E{klwGrrr 1-07Mi ksbm 4"PI Ut7s!:H Ii W + r,4-.=Ps. MLy4 94 JfYr4 r1P Vey L4 Ud7N-['NFL Rwd-erisi Inn IeC+z r 4h�B - �••e week � B}�ue Sd! ..' 1Z MMozrr WA Two files will be uploaded for each submittal. A native schedule file format either Primavera .xer or MS Project .mpp and a PDF version of the schedule will be uploaded Verify that the -file name contains the 5-digit Project ID, Project Name, and Submittal Date and follows the standard naming convention. Initial schedule submittal will be labeled as 'Baseline' for example: 00701-FlaxseedDrainagelmprovements-Baseline Schedule submittal updates will be labeled with Schedule Submittal Date `YYYY NM' for example: 00701-FlaxseedDrainagelmprovements-2009_01 Expand or select the Schedules folder and add both the native file and PDF file to the directory. From the Toolbar Select []Add Document CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised JULY 20, 2019 City Project No. 02515 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE --- SUBMITTAL PROCESS Page 3 of 7 I. I KI Al YNO Tm rda4 — — r•4Eti Fs—" 13 M1A�aYwni'Frl I,yp ."i €4ole _ ** i+ T7' {1* Tf-�}1-r'15.�•?'£d rr_'i:{=:`iY.Y{l:'2dr184E w IMF __ L41111� s�4 I�5�rt J 6n fu d5o'elk.clr,ll. 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Select -Open - 5 — �r .Ii Q ScINrY C�Iclxxrllla iF1xn Co+Fer! rrr�plyr r ,I "i�a'rl LLrc.nlm41*�dbll��nllak'ilil lllfy'LLrl Wl bci"kl In nGr'.•nul'1 R+411MI {�r""J, o.l— T'�,�� II �SMrimtilluitr For B1&+ idMKuWr ornT 4 jMF{clr¢rlm 6%M Vn rJM%W t4RX3pri _&iv■Fry" L�"erlRb'4itlohetoobaF4Srnfaaerrll '�'4nck'dnll�ll afll•=[q h�'•137 •b'men [4uT',q.s'rutlrp Q"0 In* 1 11jC4tllretada-M1L u!o �Cr r...M RW' EIr Jo 7,iM02 ti33A1*N11HLLL-AkN Erb�74mItTFemr 1P nee :�u:id RCre�de' ', H174'Ia�+Cr+lr• j�Fi�,iN I�iPa2Ca: �-' :�La-14�eu.e6/ �iY:roSaFc Vis�lerswn 2LL{]'�is��z th,r eliaa>; �rinFlr,rsll� 1'bUi{n rirol.lr Frrl if w'P'r J,1 rrry r7 .l r IrW1i The file will appear in the Buzzsaw Add to Project — Select Documents window Select Next. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised JULY 20, 2018 City Project No. 02515 00 3215.4 - 0 CONSTRUCTION PROGRESS SCHEDULE— SUBMITTAL PROCESS Page 4 of 7 Do not select Finish at this time. �� r.�i�S daul�� � .id W Tlr Irusetl R+4 x#- riw th Mw �i 0.s � a�aq�riF.'7#U+ �Yb�+�i- Dotuft€eacis ARo�q—WgreET y=L _—_— Fik Ltl[elbn 58fe +dLAi#;s�Intmlr�_:fF13i1fi C.+�tnd�lce'd11�74-29R ' r01 F.o'J I I rVlrh'n nY} . You will be placed into the Attach Comment window to enter a record into the Project Schedule Submittal Log. Enter the Project ID -Project Name -Submittal in the Subject Line. Type Submittal and Company Name into the Comment window along with Contact Name and Contact Phone Number. Select Next. {K �Craalricrrnnentilwll�arr.*es�xrsw�nndrsuDtlonandfi��donrm�u�Ilwnlwl9eeF�dn6i�d1.� M� �kp a apl�axR ,electr 8i!,W &EW veil I+iT+u�+7ucasp'k�wyolmvrouoe+r!mtLcdn� gftf�rz &d i&k SL�eA nun: %CWM" PhrN .ontack Name 7mfa.�Phmne �r a:e Sc.PFetb.:`a Amvr�l fran; - %vanY riw".` f x 'work wf";ned up to 38VILTar'3I, mns wtac: Name ;�taet Ph®ne� CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised DULY 20, 2018 City Project No. 02515 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 5 of 7 You will be placed into the Send Email Notification window. Select To and the Select Recipients window will appear with a list of Project Contacts. Select the Project Manager as the To Recipient and the Project Controls Group as the Copy Recipient. "WO4 If UW - rl I-Mmid .,>L ri,,. F 5,61T,. I W&- N q.. C . Z.. :V4 -06 -7. 14 01... FIE - ;-,= 'z 40W Select the Paste Comment button to copy the Comment into the body of the email Select Finish. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised JULY 20,2018 City Project No. 02515 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 6 of 7 Elamidarkd10nlfled IV, uJe tIIwbbrIla4fr:rv0*MortFodiewtyuxisbwHn.}inseepleW404 �tectS7ae�xnersss AltachCemment � kFww an.il I IRed SfIffir R�rd £or-hda7ea€n �trl- SI.�p�S4lrR�fl1F�S�edYere�flRdEUprJOeily�+else — — crstaets'yame ta.ka:tul�r�= 9pdate-Schedule Sub€nitta] fbr work tr_rfarrned up 10 Jamquary 31, 20G9 1 bntwt14Mne Ziart Phnne The schedule file is uploaded to the directory. An email is sent to the City's Project Manager and Project Control Specialist. b. Ls' u— 1� tw- I JIP rnMne. I �= ••stCa lk a: Plrls w--m I ; � ,,a Zrw J ..`.AM jcnly E� PGrW - rrbfi �, ,d tic. . I .r'IJ fFTf! lt+v Pi IW4Ci'Rr IId-, • Q' + .ftk r..l. F-!�-Ehib—r6d. Ltb[.4wy M I } �� a�1�F. Ilsld.l •�i�rx_�I lu:n.,� s41lhl If'':1 ulrlexdll LI::11::85 Upload the PDF file using the same guideline. END OF SECTION CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised DULY 20, 2018 City Project No. 02515 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 2018 Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 00 35 13 BID FORM Page 10 of 10 SECTIOINJI 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of Fort Werth 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 applicability of these forms to your company. The referenced forms may be downloaded from the links provided below. h.ttp://www.ethics.state.tx.us/forms/CIQ.pdf hit :/iwww.et ics.state.tx, s/fora s/l�l -. df D CIQ Form does not apply CIQ Form is on file with City Secretary 13 CIQ Form is boing provided to the City Secretary a . CIS Form does not apply 17 CIS Form is on File with City Secretary CIS Form is being provided to the City �e�cretary BIDDER: William J Schultz Inc dba Circle C Construction By: Teresa S Shelly PO Box 40328 Signature: Fort Worth, Texas 76140 Title: Preside END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form (devised 20171109 00 410000 43 1300 42 43_00 43 3700 45 12_00 35 13_I3id Proposal Workbook,xis 00 41 00 BID FORM Page 1 or 10 SECTION 00 4100 BID FORM TO: The Purchasing Manager do. The Purchasing division 200 Texas Street City of Fort Worth, Texas 76102 FOR: UPPER BIG FOSSIL CREEK DRAINAGE BASIN RELIEF INTERCEPTOR City Project No,: 02515 UnitsfSections: Sanitary Sewer Line Improvements I. 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 conditions of the Contract Documents. 2. BIDDER Acknowledgements a;irl Certiflcation 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 awaist, 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 ref 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 soiit,ited 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 pubille 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. d. "coercive practise" 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fomn Revised 20150821 00 410000 43 1300 42 4300 43 37 00 45 1; 00 35 13_ad Proposal Workbook.xis 00 41 00 BID FORM Page 2 of 10 Contract. 3. Prequallfication The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Wastewater New Development, up to &V by Open Cut b. Wastewater Now Development, up to 54" by Trenchless Methods c. Wastewater Rehabilitation up to 30" Open Cut and Trenchless Methods d. 4. Time of C unipi a t ion 4.1. The Work will be complete for Final Acceptance within 546 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 0 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 Sid: a. This Bid Form, Section 00 4100 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph &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 a. MWBE Forms (optional at time of bid) f. Prequatification 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 131t1 Amount 6.1. Bidder wiil 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 Ilia 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 ftern by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 410000 43 9300 42 4300 43 3700 45 1200 35 13_Bid Proposal Workbook,xis, r This Bid is submitted on January 31, 2019 Respectfully submi By. c 5 (Signature) Teresa S Sk (Printed Name) Title. President Company: William J Schultz Inc dba Circle C Construction Address: PO Box 40328 Fort Worth, Texas 76140 State of Incorporation: Texas Small: t.skeily@circlecconstruction.com Phone: 817-293-1863 AMIX0l11111lX+F3lifC�7 00 41 00 BID FORM Page 3 of 10 by the entity named below. Receipt is acknowledged of the followln Addenda: Initial Addendum No. 1: � TSS Addendum No. 2: TSS Addendum No. 3: TSS Addendum No. 4: ITSS Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Farm Revised 20150821 00 410000 43 13_00 42 43_00 43 37_00 46 12 00 3513_Std Proposal Workbook,xis rf44241 rain PRaP3 4" 11ega 4 url0 vk*k.h-N, 4 ............. ............. _.. SECTJON 00 42 43 Addmidum Na 4 PROPOSAL FORM UNIT PRICE BID Bidder's Application Bulls) € tar NO. z. 4 5- 6- 7 _.. 8 9 _ 10 t1 12A 13 14.A' 14.8 15 18 17 18 _Y9 . 20 .....2... -. 22 23 24 25 26 27 28 2.. 30 31 32 33 34 _. 35 36 37..,.., 38... . 39 ........ 40 Di 42. 43' 44 45 46.,..,.. 2m 6 48� 49 50 _51 52 53 54 55 ........ 56 57 58 5s 61 = 62.. Projct Iran €nrprRel€ron ei4ldd's YrapaOsa€ n tlnir4tr ➢rxcriPStsn SpxifQaiion Svdiw. No Bid Qlmflly V-0 FIi" Bldv.tuc Mm- ............. 333IA608 54" Fiberglass Sewer Pipe, Aecep€ab€e Backfill 33 31 13 L'F.,. 391 $408.00 $162,98 ........ ......... 3331.4606 54 F7berglass Sewer p pa, CLSM Bart if€ - 33 31 13 LF 76 °w5 100 $41.73 9999 DOOR 76 Casing By Other Than Open Cu! _ 33 tl5 i2 L,F 330 $960 a0 $297.00 3305.3016 54" Sewer Carrier € ipe 33 05 24 LF.. 330 $300 0O 398.00' ._...... ...... _ - -- ... 3331.4521 48" Fibargtaas Sewer Pipe, Select F)ackflR 333113 LF � 3,992 $43500 $t,73@,52 3331 4522 48' Fibe€giass Sewer Pipe. CLSM 8acit€iti ^^^ - - 33 31 13 LF 192 $535.00 �"66,571 3305.1119 66" Casing 6y Other Then Open Galt 33 05 22 LF 3,726 u90r100 .$3,355,201 3395.3015 48" Sewer Caarrer Pipe __ 33 OS 24 LF 3,728 $250.{30 $932.ti� .. _ ._ ...,, ... _ .. .... . ... 333i.0991 24°SewsrP€pe,Pa'sMtSapair _ .,..,...... -- "-333122,333123_ _ __ LF 924 fi350.Ck0 $43,40i _ ._. .. .... - -.., .. .. ... -_. .... .......... ...... M1.01.92 27" Seurat pipe Paint Repair ..... ..... 33 31 22, 33 31 23 LF .. _ ...100 $350,00 $35,00t 333921i4 24"C1PP ClPP " _ T .. { Ma€had Ctnlyj 33 31 12 LF 3.354 _ .... - .,., ., ..,.., _ ._...... 33392176 24 CIPP(Alt Did) _ _ 333912 LF 2,886 .. ... 3331 711 O 28 P€pa Enlargement {Alt B d}{i8" O.L3.j _ 333123 ---- Lp -. 2,8138 /® 3331.29 91 27" CIPP (C1PP 1,lelhod Only). ........ - 33 31 12 LF 210 3331.2111 27 -IT (AEI. Bid} 33 31 12 _ LF .... 1 690 - -- 3339.i111 3RpeEnlargement(Alt Bidj(30"O.t7.j - 333t 23 LF 9 690� _.. _ - - - 3331.4117 8" Sewer Pipe, Select 8ac11 _..... 33 31 20 LF - 44 3331.421 R 12 Seder Pipe, SeEec€ iiarJcCll 33 31 20 LF 4 ........ .. ........- ___ _... ... ........... 3331.4319 24' PVC PS 46 ASTM F679 Sewer Pipe, Select Backfiil 33 31 20 LF..,.,., 52 _ - -- 3331.433D 27 PYC PS 46 RSTM F679 Sewer Pipe, A=ptable eackiill 33 31 20 LF 380 3331.4........ ._.. ...,.... .. .... ------ ......... ..... ........ 33AS 3011 27` Sewer Carder Pipe _ 33 05 24 LF 3305.1107 42 Casing By Other.....hen Qpen Cut - 33 05 22 LF 69 3339-11101 5' Manhole 33 39 10. 33 39 20 .....,..,. ...... _.._ - ... - 3339 1103 5 Extra 6epth Manhole __-- -- -- -. _ 33 39 10,333920 _ VF 223 3339.tf i 1 5 Tp0 Eiase Manhole 33 39 10, 33 39 20 EA 24 --- $1 -., 3339.1112 5 Tee Base drop Manhole . 33 391 O 33 39 20 EA 4 $2 3339,1113 5 Tee Base 1 xtra Uapth Manhole 33 39 10 33 39 20 VF 43S _ _ . .. .......- - W --- 33 39 0, 33 39 2d ... EA 3339 7201 6 Manhole _ -- $ 33391A03 6 Fart€u FJepth Mani40le - 33 39 10, 338920 VF ... .. 3339.20t11 Sanitary Sawar Juncion Structure 4I {STA 0+96,55, SS LINE Aj 33 3910 EA _. 3339<200i Sanitary Sewer Junction Sirudure #2 (STA 3+6 7 77 58 L€NF, A) 33 39 90, $78 3339.2001 Sanitary Sewer Junction Structure i2l (5TR 1+15,00, LATERAL-1j 33 3910 ER 9 55 3339.2001 Sanitary Sewer Junction Structure 44 (STA 45+92.57, $8 LINE Aj 33 39 10 T EA - . ....... - - - _ 3339.2001 Sanitary Sewer Junction Structura aki {STA 1+13 74, LATERAL-3) .333010 EA 9 $51 3339 2001 Sanitary SaworJuncllon S€n:ciurs 9i6 {STA 85+80.25, SS LINE EA) 33 39 10 SA t $gl ..._. _._. .._. �� _ ........ ..,..,....-----_. ___ 333g.2001 Sanitary Sewer Junction Structure #7 (STA 1+15.00. LATERAL-4) 33 39 s0 EA 1 $8[ 3303,0001 Bypass Pumping -- 33 0310 LS - - ..... ...r. __ ..... ......... _ 3305 0103 f3 hola existing 12" Fiber Optic duct system at STA 48+73 including 33 O5 3a EA 1 r4aquirad shoatinnd sharing - fiS _.... _. - ............. 3305 0108 i7-ha'e existing 24" Water Line at STA 86+00 Including required sheeting � 06 � � 1 and sharing $e 3305.0103 D-hole existing Fiber Optic duct system at STA 87+P1 inc€uding repaired 33 05 3D Fr4 1 sheeting and sharing m. LF 3395 R109 rrelT�l, SantY 330516 5,459 3305 0110 33 05 20 EA 51 3305 0190 tlbfity Markers (Buded Markers} -, 33 (!5 26 L5 .Y -- .- ......... 3305.01i2 CunleCol£ar ... _ 3305.-_-. 17 Fro 47 3305.Of13 Tranchyiia€erSiops 430516 EA ....... S- --- ..... .. - -. ....... .......... 33390001 SpasyMnnhodaL€ner(WarrenEn,mm�mentat) 333960 VF 663 3301.0009 pie-CCTV£nspec€ion .... .............. 33.0131 _ LF 8.03 ..._... ._ - 3301 al Post -CCTV inspection 33 6131 LF 17,345 3309.0901ManheleVacuumTesting - 330130 iA .,6-3 - .. - ---- . ....... _- .. ., ... . - ......... __......, 3339 0002 Epoxy Structure Liner (Warren Envir4krtntanlaij 33 34 fill _--- SF -6,975 - - - 0241.2001 Sanitary Lrna s•~iroutiag -' -- ......__ 02 49 14 CY 7 --- 0241.2t03 &"5awerRbarcdnnmen€Mug . ...... .. _ 024114 .E-A 16 - __ ,q 0249.2105 12 Sewer Abandonment Plug E 02 41 14 4 _ . - ......... ... ...... 02412"-- 24 SewerAbanda.... PIB9 024114 EA 2 0241 2201 Remava 4 Sewer Manhole 0241 14 EA 22 -- 0241.500i Rbandun uianhaie 624114 ... ER - 3137,0101 Concrete Noma 31 37 00 SY 294 3212 0302 2" Asphalt Pvmt Type 321216 BY SS 3212 0501 4' Asphalt Hasa Type B 321218 5Y 55 3213.0303 8" Cnnn Sldewa€k 3213 2p SF 7,673 ..... 3292,O1 6 0 B1ocksmsacemanl - 329213 SY 21,211 92 32.040© Beading. Hydromu.lch 329213 SY 10 F62 3292.0500 Seeding, Sall Retention Blanket {CURLS)(} 32 9218 SY 11,587 �ia�:oeai $1.00 $5j59'0 fi150.00 $7 - - $2500.00_ _ $2,500.0 -- $400.Ori- $i8,8A0.a $2,500.00 $7,5... - _ $350.00 $309A50.Oi .,.. .. $15.00 $133,395.01 $2.00 $34,590.0t $150.00. $7.500,O1 $18.75 $130,781,2: s15a,ac $i,aso.ai 52,50000 $40.000v 60 $3,500.00 $7,OOO.OI $1,000.00 $22,000.0E $1,t3010.00 $Y,o00.0G ........ _ $265.00 $63,790.0Q $125-10 $8,875.00 $15l).t7[E $6,250AC $15.00 $915,095.00 $8.00 $969.e86.00 $5.00 $82810.00 _ $5.00 $57,935.OR CrjN oPj'0h1' WoR'm STANDARD C€TMflC"Ou SPk.C€,RCAMN LOCUMMI,, Poem P.uvtw-1K+l?01?0 (10N_RD 411S_004-143_n041d7_CIO 45 Q 0.15 €? ail Fl,ryxev34Yece4keLd, { Ma€had Ctnlyj 33 31 12 LF 3.354 _ .... - .,., ., ..,.., _ ._...... 33392176 24 CIPP(Alt Did) _ _ 333912 LF 2,886 .. ... 3331 711 O 28 P€pa Enlargement {Alt B d}{i8" O.L3.j _ 333123 ---- Lp -. 2,8138 /® 3331.29 91 27" CIPP (C1PP 1,lelhod Only). ........ - 33 31 12 LF 210 3331.2111 27 -IT (AEI. Bid} 33 31 12 _ LF .... 1 690 - -- 3339.i111 3RpeEnlargement(Alt Bidj(30"O.t7.j - 333t 23 LF 9 690� _.. _ - - - 3331.4117 8" Sewer Pipe, Select 8ac11 _..... 33 31 20 LF - 44 3331.421 R 12 Seder Pipe, SeEec€ iiarJcCll 33 31 20 LF 4 ........ .. ........- ___ _... ... ........... 3331.4319 24' PVC PS 46 ASTM F679 Sewer Pipe, Select Backfiil 33 31 20 LF..,.,., 52 _ - -- 3331.433D 27 PYC PS 46 RSTM F679 Sewer Pipe, A=ptable eackiill 33 31 20 LF 380 3331.4........ ._.. ...,.... .. .... ------ ......... ..... ........ 33AS 3011 27` Sewer Carder Pipe _ 33 05 24 LF 3305.1107 42 Casing By Other.....hen Qpen Cut - 33 05 22 LF 69 3339-11101 5' Manhole 33 39 10. 33 39 20 .....,..,. ...... _.._ - ... - 3339 1103 5 Extra 6epth Manhole __-- -- -- -. _ 33 39 10,333920 _ VF 223 3339.tf i 1 5 Tp0 Eiase Manhole 33 39 10, 33 39 20 EA 24 --- $1 -., 3339.1112 5 Tee Base drop Manhole . 33 391 O 33 39 20 EA 4 $2 3339,1113 5 Tee Base 1 xtra Uapth Manhole 33 39 10 33 39 20 VF 43S _ _ . .. .......- - W --- 33 39 0, 33 39 2d ... EA 3339 7201 6 Manhole _ -- $ 33391A03 6 Fart€u FJepth Mani40le - 33 39 10, 338920 VF ... .. 3339.20t11 Sanitary Sawar Juncion Structure 4I {STA 0+96,55, SS LINE Aj 33 3910 EA _. 3339<200i Sanitary Sewer Junction Sirudure #2 (STA 3+6 7 77 58 L€NF, A) 33 39 90, $78 3339.2001 Sanitary Sewer Junction Structure i2l (5TR 1+15,00, LATERAL-1j 33 3910 ER 9 55 3339.2001 Sanitary Sewer Junction Structure 44 (STA 45+92.57, $8 LINE Aj 33 39 10 T EA - . ....... - - - _ 3339.2001 Sanitary Sewer Junction Structura aki {STA 1+13 74, LATERAL-3) .333010 EA 9 $51 3339 2001 Sanitary SaworJuncllon S€n:ciurs 9i6 {STA 85+80.25, SS LINE EA) 33 39 10 SA t $gl ..._. _._. .._. �� _ ........ ..,..,....-----_. ___ 333g.2001 Sanitary Sewer Junction Structure #7 (STA 1+15.00. LATERAL-4) 33 39 s0 EA 1 $8[ 3303,0001 Bypass Pumping -- 33 0310 LS - - ..... ...r. __ ..... ......... _ 3305 0103 f3 hola existing 12" Fiber Optic duct system at STA 48+73 including 33 O5 3a EA 1 r4aquirad shoatinnd sharing - fiS _.... _. - ............. 3305 0108 i7-ha'e existing 24" Water Line at STA 86+00 Including required sheeting � 06 � � 1 and sharing $e 3305.0103 D-hole existing Fiber Optic duct system at STA 87+P1 inc€uding repaired 33 05 3D Fr4 1 sheeting and sharing m. LF 3395 R109 rrelT�l, SantY 330516 5,459 3305 0110 33 05 20 EA 51 3305 0190 tlbfity Markers (Buded Markers} -, 33 (!5 26 L5 .Y -- .- ......... 3305.01i2 CunleCol£ar ... _ 3305.-_-. 17 Fro 47 3305.Of13 Tranchyiia€erSiops 430516 EA ....... S- --- ..... .. - -. ....... .......... 33390001 SpasyMnnhodaL€ner(WarrenEn,mm�mentat) 333960 VF 663 3301.0009 pie-CCTV£nspec€ion .... .............. 33.0131 _ LF 8.03 ..._... ._ - 3301 al Post -CCTV inspection 33 6131 LF 17,345 3309.0901ManheleVacuumTesting - 330130 iA .,6-3 - .. - ---- . ....... _- .. ., ... . - ......... __......, 3339 0002 Epoxy Structure Liner (Warren Envir4krtntanlaij 33 34 fill _--- SF -6,975 - - - 0241.2001 Sanitary Lrna s•~iroutiag -' -- ......__ 02 49 14 CY 7 --- 0241.2t03 &"5awerRbarcdnnmen€Mug . ...... .. _ 024114 .E-A 16 - __ ,q 0249.2105 12 Sewer Abandonment Plug E 02 41 14 4 _ . - ......... ... ...... 02412"-- 24 SewerAbanda.... PIB9 024114 EA 2 0241 2201 Remava 4 Sewer Manhole 0241 14 EA 22 -- 0241.500i Rbandun uianhaie 624114 ... ER - 3137,0101 Concrete Noma 31 37 00 SY 294 3212 0302 2" Asphalt Pvmt Type 321216 BY SS 3212 0501 4' Asphalt Hasa Type B 321218 5Y 55 3213.0303 8" Cnnn Sldewa€k 3213 2p SF 7,673 ..... 3292,O1 6 0 B1ocksmsacemanl - 329213 SY 21,211 92 32.040© Beading. Hydromu.lch 329213 SY 10 F62 3292.0500 Seeding, Sall Retention Blanket {CURLS)(} 32 9218 SY 11,587 �ia�:oeai $1.00 $5j59'0 fi150.00 $7 - - $2500.00_ _ $2,500.0 -- $400.Ori- $i8,8A0.a $2,500.00 $7,5... - _ $350.00 $309A50.Oi .,.. .. $15.00 $133,395.01 $2.00 $34,590.0t $150.00. $7.500,O1 $18.75 $130,781,2: s15a,ac $i,aso.ai 52,50000 $40.000v 60 $3,500.00 $7,OOO.OI $1,000.00 $22,000.0E $1,t3010.00 $Y,o00.0G ........ _ $265.00 $63,790.0Q $125-10 $8,875.00 $15l).t7[E $6,250AC $15.00 $915,095.00 $8.00 $969.e86.00 $5.00 $82810.00 _ $5.00 $57,935.OR CrjN oPj'0h1' WoR'm STANDARD C€TMflC"Ou SPk.C€,RCAMN LOCUMMI,, Poem P.uvtw-1K+l?01?0 (10N_RD 411S_004-143_n041d7_CIO 45 Q 0.15 €? ail Fl,ryxev34Yece4keLd, LF 3395 R109 rrelT�l, SantY 330516 5,459 3305 0110 33 05 20 EA 51 3305 0190 tlbfity Markers (Buded Markers} -, 33 (!5 26 L5 .Y -- .- ......... 3305.01i2 CunleCol£ar ... _ 3305.-_-. 17 Fro 47 3305.Of13 Tranchyiia€erSiops 430516 EA ....... S- --- ..... .. - -. ....... .......... 33390001 SpasyMnnhodaL€ner(WarrenEn,mm�mentat) 333960 VF 663 3301.0009 pie-CCTV£nspec€ion .... .............. 33.0131 _ LF 8.03 ..._... ._ - 3301 al Post -CCTV inspection 33 6131 LF 17,345 3309.0901ManheleVacuumTesting - 330130 iA .,6-3 - .. - ---- . ....... _- .. ., ... . - ......... __......, 3339 0002 Epoxy Structure Liner (Warren Envir4krtntanlaij 33 34 fill _--- SF -6,975 - - - 0241.2001 Sanitary Lrna s•~iroutiag -' -- ......__ 02 49 14 CY 7 --- 0241.2t03 &"5awerRbarcdnnmen€Mug . ...... .. _ 024114 .E-A 16 - __ ,q 0249.2105 12 Sewer Abandonment Plug E 02 41 14 4 _ . - ......... ... ...... 02412"-- 24 SewerAbanda.... PIB9 024114 EA 2 0241 2201 Remava 4 Sewer Manhole 0241 14 EA 22 -- 0241.500i Rbandun uianhaie 624114 ... ER - 3137,0101 Concrete Noma 31 37 00 SY 294 3212 0302 2" Asphalt Pvmt Type 321216 BY SS 3212 0501 4' Asphalt Hasa Type B 321218 5Y 55 3213.0303 8" Cnnn Sldewa€k 3213 2p SF 7,673 ..... 3292,O1 6 0 B1ocksmsacemanl - 329213 SY 21,211 92 32.040© Beading. Hydromu.lch 329213 SY 10 F62 3292.0500 Seeding, Sall Retention Blanket {CURLS)(} 32 9218 SY 11,587 �ia�:oeai $1.00 $5j59'0 fi150.00 $7 - - $2500.00_ _ $2,500.0 -- $400.Ori- $i8,8A0.a $2,500.00 $7,5... - _ $350.00 $309A50.Oi .,.. .. $15.00 $133,395.01 $2.00 $34,590.0t $150.00. $7.500,O1 $18.75 $130,781,2: s15a,ac $i,aso.ai 52,50000 $40.000v 60 $3,500.00 $7,OOO.OI $1,000.00 $22,000.0E $1,t3010.00 $Y,o00.0G ........ _ $265.00 $63,790.0Q $125-10 $8,875.00 $15l).t7[E $6,250AC $15.00 $915,095.00 $8.00 $969.e86.00 $5.00 $82810.00 _ $5.00 $57,935.OR CrjN oPj'0h1' WoR'm STANDARD C€TMflC"Ou SPk.C€,RCAMN LOCUMMI,, Poem P.uvtw-1K+l?01?0 (10N_RD 411S_004-143_n041d7_CIO 45 Q 0.15 €? ail Fl,ryxev34Yece4keLd, �ia�:oeai $1.00 $5j59'0 fi150.00 $7 - - $2500.00_ _ $2,500.0 -- $400.Ori- $i8,8A0.a $2,500.00 $7,5... - _ $350.00 $309A50.Oi .,.. .. $15.00 $133,395.01 $2.00 $34,590.0t $150.00. $7.500,O1 $18.75 $130,781,2: s15a,ac $i,aso.ai 52,50000 $40.000v 60 $3,500.00 $7,OOO.OI $1,000.00 $22,000.0E $1,t3010.00 $Y,o00.0G ........ _ $265.00 $63,790.0Q $125-10 $8,875.00 $15l).t7[E $6,250AC $15.00 $915,095.00 $8.00 $969.e86.00 $5.00 $82810.00 _ $5.00 $57,935.OR CrjN oPj'0h1' WoR'm STANDARD C€TMflC"Ou SPk.C€,RCAMN LOCUMMI,, Poem P.uvtw-1K+l?01?0 (10N_RD 411S_004-143_n041d7_CIO 45 Q 0.15 €? ail Fl,ryxev34Yece4keLd, CrjN oPj'0h1' WoR'm STANDARD C€TMflC"Ou SPk.C€,RCAMN LOCUMMI,, Poem P.uvtw-1K+l?01?0 (10N_RD 411S_004-143_n041d7_CIO 45 Q 0.15 €? ail Fl,ryxev34Yece4keLd, 0 4143 nrn PR6h]SAt Vq.l nd iD 14d kh NnA UNIT PRICE BID SECTION 00 42 43 PROPOSAL FORM Projat lism Eurbr thin AJdmdum Nu 4 Bidde s Application Hid tes Proposal B?dlisl lldri r *"5 Ptfon 3pi;ifk Tian Saudi No, Unit of Hid Qumiry Unif Price Laid Value Na 4txsa trs 63 3471.0001 Traffic Control 34 71 13 M0 18 32,500.66 $45,000.60 84 3341.0205 24° RGP, Class ill - 33 41 10 LF 40 $200,00 38,000.00 65 3341.0302 30" fi.CP, Gass 111 33 41 10 LF 75 $200.QA $13,G�.0G 6£i 334i.A4A2 42" i%CF�, Glass !tl 33 41 10 LF 20 $250.00 35,OD0.00 67 66"i2CP,GlassEIE ___._,. 334110 LF 40 . $350.00 $14,01)(1.00 _ 68 ....._____._-... --- 3341,07A1 72" RCP, Glass !tl - -- - - _........_,.......__ .... .. .. ....__....._._ _..._..... _. __. 3341 10 ...._......._____..____..___........_.__._...........__ LF 7 ...._ $450. ___..... _ _ $3.150.0a ..._...._,...._._._....... 69 ..... 3125.0101 SWPPP z 4 acto 312800 LS . $95,000.00 $55,000.00 7G 3110.0102 8-12"TreaRemaval __. 311000 _-_- - Ei1 37 S5O0.00 $iB,50t).GO 71 3110.0143 12" 1&"TreeRemova€ .. �.. ._ .__ ..... - -. 311000 EA 10 -_. $750.- 7?. 3110.01{i4 9B°-24° WOORetrxlva! 391000 F-A 7 $1.000M $7,000.00 73 3110,0105 24" and Larger Tree Removal 311000 EA 2 $1,900.00 $3.000.00 74 3311.0451 12" 0195 Water, Acceptaba!® Rackfill 3311 t 0 LF 132 $125,00 515.5%.00 .75 3312.091i Calnaction io ERlsting 4 -12' islafer in 33 12 25 F1c. .... ... '' $ ,500.0a, $2,500.00 .. - 76 _ . _ _ ..-........._.._.. _............. _____- - - _ 3312.4109 12" x 12" Tapping Sloove .. 331225 - . ....... 2 .... ........ $A 500.00 .....:. ........ 39 000.00 77 3312.1002 2" Combination Air Valve Assembly tar Water 3312 30 EA -- --'- , 1 $8,500,00 $6,500.00 7B 3391.0001 Ductile Iran Wt? tar Fittings wi Ra&tralnl 33 11 11 TOM 1 $9,500.00 36,900.00 79 0171.0101 CMs'tructlorlSlahing 017123 L8 -LS ,- $90,0Q0.0G S1G,O110.0G 60 0171.0102 As -Built -Line) 017123 1 $8,500.0D $8,6110.00 ........ ...... 81 ..... ......... .......... , ........ .. 899d.[101 Freanstnu tlar T ographlcet Saarvey ... ....... 00 Co 00 LS 1 _ ......... $15.000,00 ......... $15.90A.00 82 9i399.0002 Past-Cansiruction TrjugraahlcaI Survey 0000013 LS 1 $15,p00.0D $15,OE�.00 83 aSgS.p003 Sanitary Sewer Manbole Ventilatar uiitlr Odor Conlin! Device - AO 00 00 EA 13 $15,000.00 $195,000.00 g4 . ....... ....... 9999.00G4 5arritary Sewer Manhole Venf€latar wilh Otter C'unlr®l Oevice & Sall Valve . ..... .. ... .... . ................ .. ..... ........................ .. ...... . ....... ...... ........,..... ......,.. 00 0i3 00 ...........,....... EA 6 $25,000.00 ..... $150,000.00 B5 9999.0005 Construct€an Allowance _,.... GO 00 00 _ LS 1 $201)=0,00 --- - $200,000.00 $6 A969.0OGti iamparmry Golf Gant Parch 00 0ii AO SY 114 8i 9999.i1007 RemaVe Aerial bossing 00 03 00 LS 1 M 5 0 0.00 $8,WUO 83 A999.{1006 Suppan for 36" Water lino X-9214 (2 - Locall _-_- - 00 Ott 00 LS 1 St,000. $1,000.00 89 _ 9099.0009Tree ProlWIcri(UF1thatLIF10) - - ........ 000000 _ LS __ 1 ..... ....... $50,OGO.00 $60.000100 `1l0 9990.A01SkPoriaOlaConcreloTraffic EM ter Txi7t}FEfetn512 LF 90 5200, $1%orlaD0 91 9989.0011 Petal Sean Fence Transitian TxDE)T tram $40 EA 5 $2,500,00 912,500.D0 92 9999 0012 Dcmnstreem AncharTomanal TMDOT Item 540 EA $2,500. $12 500,00 .............. 93 ... ..... .... ........ ..._.-................-_._.-.- .- 09961.0013 Motel ftem Guard Fence .. .......... TXDOT Item 54_0 ...- _ LF . 58 $225.00 $13.080.00 94 3301.0101 Concrete SewerWtJlt Testing (HydraatoGc) 33 O9 30 EA 7 $2,500:00 ' i17,500.00 95 9999.0014 Sty" Type'S' Fontaine Series 85 FE Stop L.og, sal Two Way Seal 00 Do GtI E01 3 535.000.Da $105 0#t0.0a 96 9999.0015 FontainSer e e s 95 CWftp Log wt Two Way Sea! AO 000O Fla s $35 00G.00 $210 000.00 97 MUM a B6" Type `C' Fontaine Series 95 FE Stop Log, wl Two Way Seal ... ...,- . GO 00 00 EA 1 ., ._ .. $35,0GOAM $35,000k}0 08 9999.0017 86" Fontaine Series 95 CW Stop Log, wt Two Way Seal 00 00 00 FA 3 $35,000.00 $105,000.00 99 9964.0616 Compliance vAth Urban Forestry Permit (including fines) --- - 00 G0 0G - - -_-^-L.3 LS -_ 9 $50,000.00 $50,000A0 ----$1,500.00 100 9999.0019 Haltom Cdty Inspection Fee for 12° Water Line f el�tlon 00 DO 00 1 51,611O.0a - Ccetractor to choose only ONE flan labelad A at D. Taint drat $13,006,x06.25 END OF SECTrON crrvorl�r �anlfs 5 rARDARD CONSTRIX UaN SPFCUKAMN t#1t MIENTS 1'cra, Ressrd:f12U772 041 DD_WU 13tiff 4143,r194337 {D 44 I!.tO 3.513ra:i UMV4€Wmi ,,h 00 43 13 BID BOND Page A of 10 That we, William J Schultz Inc dba Circle C Construction , known as „Bidder" herein and Surety Hama Him? a corporate surety duty authorized to do business in the State of Texas, known as "Surety" herein, 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 sum of five percent (5%) of Adder's maxl';nlam hid price, in lawful money of the united States, to be paid in Fort {North, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as UPPER BIG FOSSIL CREEK DRAINAGE BASIN RELIEF INTERCEPTOR NOW, THEREFORE, the condition of this obligation is such that if the City shatl award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. if, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER, that if any legal action be filed on this Band, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of "texas, Fort Worth Division. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the day of 2019, ATTEST: Witness as to Principal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 PRINCIPAL -- MT Signature Name and Title 00 41 00 I}0 43 1300 42 4300 43 3700 4512_00 35 i 3 bid Proposal Workbook.xis Witness as to Surety Attach Rower of Attorney (Surety) for Attorney -in -Fact Address: SURETY: M Signature Name and Title Address: Telephone Number: 004313 BID BOND Page 5 of 10 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety's physical 911dress is different from its mailing address, both must be provided, The bate of the bond shall not be prior to the date the Contract is awarded. END C3,t, SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION D®CUMENTS Firm Revised 20171109 00 41 00-00 4313,_00 42 43_00 43 37_OD 4512_00 35 13 Bld Proposal Workhook.xls MERCHANTS BONDING COMPANY,, MERCHANTS BONDING COMPANY (MUTUAL) P.O. BOX 14498, DES MOINES, IOWA 50306-3498 PHONE: (800) 678-3171 FAX: (515) 243-3854 910 BOND PUBLIC WORK KNOW ALL PERSONS BY THESE PRESENTS: Bond No. N/A That William T. Schultz, Inc. dba Circle C Construction Company P. 0Box 40328 _Fort Worth, TX 76140 (hereinafter called the Principal) as Principal, and the Merchants Bonding Company 1 utual) (hereinafter called Surety), as Surety, are held and firmly bound to City of Fort Worth. I000'rhrockznorton Street, Fort Worth Texas 76102 (hereinafter called the Obligee) in the full and just sum of ( 5% of Greatest Amount Bid Five Per Cent of Greatest Amount Bid _ Dollars good and lawful money of the United States of America, to the payment of which scam of money well and truly to be rude, the Principal and surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed and dated this 31st day of January.2019 THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for Upper Big Fossil Creek Drainage Basin Belief Interceptor, City Project No. 02515 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 Bonding Company (Mutual) , 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 brand, 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 seated. Witness: Witness ulety: Aftsk . J©hn A. 1lrliilermm CON 0333 (2115) William J. Schultz, Inc. dba Circle C Construction Company By v.� By MERCHAN� BONDI. G COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., Moth being corporations of the State of Iowa (herein collectively called the "Companies') do hereby make, constitute and appoint, individually, John A Miller; John R Stockton; Sheryl A Klutts their true and lawful Attomey(s)-in-Fact, to sign its name as surety(ies) and to execute, seat 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 armendad August 14. 2015 and adopted by the Board of Directors of Merchants National 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 thorn to execute on behalf of the Company, and attach the seal of the Company thereto, bands 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 out hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or finat estimates an engineering and construction contracts required any 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 obtigations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -tract 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 Mereof, the Companies have caused this Instrument to be signed and sealed this Gth day of April 2017 ®gsaaasixaraaeaa 10� ►�®d� m°�'"'6° �) G 1 f *-. E®° MERCHANTS BONDING COMPANY ( ) MERCHANTS NATIONAL BONDING, Ct1Al 20o 6 1 3 , E By ♦®®�A®Ai Cai$i0 0 0 STATE OF IOWA COUNTY OF DALLAS ss, On this this 6th day of April 2017 , 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 i he foregoing instrument are the Corporate Seats 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, AUCIA K. G PAPA o Commission Number 767 My Commission 0 2>spir®s April 1, 2i12D _J- 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 cerfify that the above and foregoing is a true and correct copy of the POWIER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Thereof, I have hereunto set my hand and affixed the seal of the Companies on this 31 St day ©f January 2019, EM 2003 �• 1033 �a :,�� T . yy.� "'a•�..,;�aeaaa�. ., s• POP 0018 (3/17) > ®e ° a Secretary BONP,1NG COMPANY. MFR-CHANTS BON -DING COMPANY (MUTUAL) - MERCHANTS NATIONAL BONDING, INC. P.O. Sox 14498 • DES MOINES, IOWA 50306-3498 (800) 678-8171. , (S15) 243-3854 FAX Please sang all s➢ori es ofclaini um this 1.pwtd to: Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Box 14498 Iles Moines, Iowa 50306-3498 (515) 243-5171 (800)678-8171 Physical Address: 6700 Westown Parkway, Vilest Des Moines, Iowa 50266 SUP 0073 TX (2/15) 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 6 of 10 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Cade Chapter 2252 was adapted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located, The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of it47ae lurk- ar 01:3nlc , our principal place of business, are required to be % Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of Slats' -Here or Blank , our principal place of business, are not required to underlaid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 0 BIDDER: William J Schultz Inc dba Circle C Construction Fort Worth, Texas 76140 FND OF SECTION By: Teresa S Skelly (Signature) Title: President Cate: 2 -/ ! - / 0/ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 00 410000 43 13_W 42 4300 43 3700 45 1200 3513_81d Proposal Workbook.As 0045 11 - 1 BIDDERS PREQUALIFICATIONS Page 1 of 3 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary. All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder Prequalification Application in accordance with the requirements below. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven (7) days prior to the date of the opening of bids. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31 st day of March in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's Prequalification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The firm's Texas Taxpayer Identification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpennit/ and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DUNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequalification Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 004511-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or (2) express a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (8) The financial statement must be prepared as of the last day of any month, not more than one year old and must be on file with the City 16 months thereafter, in accordance with Paragraph 1. (9) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplying the positive net working capital (working capital — current assets — current liabilities) by a factor of 10.Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falls within the time anew financial statement is being prepared, the previous statement shall be updated with proper verification. Bidder Prequalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible -to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "NIA" should be inserted. (2) A minimum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH Upper Big Fossii Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the pregllalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH Upper Big Fossil Creels STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 00 45 12 BID FORM Page 9 of 10 SECTION 00 4512 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 Contractor/Subcontractor Company Name Prequalification Expiration Date Wastewater New Development, up to 54" by Circle C Construction 4/3012019 Open Cut Wastewater New Development, up to 54" by Circle C Construction 4/3012019 Trenchless Methods Wastewater Rehabilitation up to 30" Open Cut and Insituform 4/3012019 Trenchless Methods compblly Name I lere or 4IxEIL;e D:4[e 1-1%re vi sV4i�o The undersigr-red hereby certifies that the contractors and/or subcontractors described In the table above are currently prequalified for the work types listed. William d Schultz Inc dba Circle C Construction By: Ter!!� S Skelly PO Box 40328 - - (Signs e Fort Worth, Texas 76140 Title: President Date: / F-AZ1 #X#T�-]'�[9llWti CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 410000 43 1300 42 43_00 43 37_00 4512_00 35 13_Bid Propose! Workbook,As FORTWORTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) - City State Zip Code, . ( ) ( J- Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 200 TEXAS STREET FORT WORTH, TEXAS 76102-63 It AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 004513-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of S 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 ElHas 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. 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 CCTV, 42-inches and smaller CCTV, 48-inches and smaller CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 00 45 13 - 3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORE` CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller x 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 x Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller x Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller x 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 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 004513-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting I DESCRIPTION OF EQUIPMENT I 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 had: construction work has your organization (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 If so, state the name of the individual, name of owner and CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 In what other lines of business are you financially interested? 9. Have you ever performed any work for the 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 I 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 0045I3-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Secretary Treasurer Limited Partners (if applicable) LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (With titles, if any) Individuals authorized to sign for Partnership 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 14. Equipment 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of S TOTAL ITEM QUANTITY ITEM DESCRIPTION BALANCESBEET 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 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. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 004513-8 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 familiar 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. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 02515. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: William J. Schultz, Inc, dba Circle C Construction Company By: Company (Please Print) P.O. Box 40328 Signature: �, f,4 S� Address 11 Fart Worth, TX 76140 Title: �r,ti City/State/Zip T (Please Print) THE STATE OF TEXAS § ` o A4Y "uss, MICHELE S. LANKFORD Notary Public COUNTY OF TARRANT STATE`OF TEXAS BEFORE ME, the undersigned authority, on this a p s ail Ye�ec,S,q_ 15 e Kai 1 i I known to me to be the person whose name is subscribed to the foregoing instri n14 ent, and acknowledged to me that he/she executed the same as the act and deed of �, PLq4n,:. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this o;?— i day of , 2019. 4 Notary Public in and for the State o exas END OF SECTION CITY OF FORT WORTH Upper Sig Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 00 45 40 - 1 Minority Business Enterprise Specifications Page 1 of 2 SECTION 00 45 40 Minority Business Enterprise Specifications APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 10% of the total bid value of the contract. Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received 'by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The 0fferorshall deliver the MBB documwtation in person to the appropriate employee of the pu=hasing division am obtain a dateltime receipt. Such receipt shall be ovidenee that the City received the documentation in the time allocated. A taxed and/or emailed copy wiFl not he accepted. 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised June 9, 2015 City Project No. 02515 004540-2 Minority Business Enterprise Specifications Page 2 of 2 S. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. IFAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. Any Questions, Please Contact The NMBE Office at (817) 212-2674. END OF SECTION CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised June 9, 2015 City Project No. 02515 00 52 43 -1 Agreement Page 1 of 5 I SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on : V is made by and between the City of Fort 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and William_J. Schultz, Inc. dba Circle C Construction Company, authorized to do 6 business in Texas, acting by and through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: 8 Article 1. WORK 9 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 10 Project identified herein. 1 I Article 2. PROJECT 12 The project for which the Work under the Contract Documents may be the whole or only a part is 13 generally described as follows: 14 Upper Bim Fossil Creek Drainage Basin Relief Interceintor 15 Otp Proiect No. 02515 16 Article 3. CONTRACT PRICE 17 City agrees to pay Contractor for performance of the Work in accordance with the Contract 18 Documents an amount in current funds of Thirteen Million. Six Thousand, Two Hundred_Eighty- 19 Six and Twenbtn_ ve Cents ($13,0060 ,2 � 20 21 Article 3. CONTRACT TIME 22 4.1 Final Acceptance. 23 The Work will be complete for Final Acceptance within 546 days after the date when the 24 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 25 plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 26 4.2 . Liquidated damages 27 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 28 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 29 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 30 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 31 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 32 instead of requiring any such proof , Contractor agrees that as liquidated damages for 33 delay (but not as a penalty), Contractor shall pay City six hundred fatty Dollars $650.00 for 34 each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the 35 City issues the Final Letter of Acceptance. 36 37 38 39 40 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised 11.15-17 City Project No. 02515 005243-2 Agreement Page 2 of 5 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between City and Contractor 44 concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form 48 1) Proposal Form 49 2) Vendor Compliance to State Law Non -Resident Bidder 50 3) Prequalification Statement , 51 b. Current Prevailing Wage Rate Table 52 c. Insurance ACORD Form(s) 53 d. Payment Bond 54 e. Performance Bond 55 f. Maintenance Bond 56 g. Power of Attorney for the Bonds 57 h. Worker's Compensation Affidavit 58 i. MBE and/or SBE Commitment Form 59 3. General Conditions. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 Article 6.XTDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract This., indemnification provision is specifically intended to operate 80 and be_ effective even if it is alleged or proven that all or some of the damages being 81 sought were caused, in whole or in part, by any act, omission or nealigence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for 83 costs, expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Drainage Basin Relief Interceptor Revised 11.15.17 City Project No. 02515 .4 11 l f• 005243-3 Agreement Page 3 of 5 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 89 9Q 91 92 93 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 specifically intended_ to_operite,and be effective even if it is alleged or proven.that all or some of the damazes being sought were caused, in whole or in part, by any act omission 94 or negrliaence of the_city. 95 96 Article 7. MISCELLANEOUS 97 98 7.1. Terms. 99 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 100 have the meanings indicated in the General Conditions. 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the City. 104 73 Successors and Assigns. 105 City and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all III remaining provisions shall continue to be valid and binding upon CITY and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas, Fort Worth Division. 117 7.6 Authority to Sign. 118 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized 119 signatory of the Contractor. 120 7.7 Prohibition On Contracts With Companies Boycotting Israel. 121 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 122 Code, the City is prohibited from entering into a contract with a company for goods or 123 services unless the contract contains a written verification from the company that it: (1) 124 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 005243-4 Agreement Page 4 of 5 125 126 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 127 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 129 certifies that Contractor's signature provides written verification to the City that 129 Contractor. (1) does not boycott Israel; and (2) will not boycott Israel during the term of the 130 contract. 131 132 7.8 Immigration Nationality Act. 133 Contractor shall verify the identity and employment eligibility of its employees who 134 perform work under this Agreement, including completing the Employment Eligibility 135 Verification Norm (I-9). Upon request by City, Contractor shall provide City with copies of 136 all I-9 forms and supporting eligibility documentation for each employee who performs 137 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 139 establish appropriate procedures and controls so that so services will be performed by any 139 Contractor employee who is not legally eligible to perform such services. CONTRACTOR 140 SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, 14I LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY 142 CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, 143 OR LICENSEES. City, upon written Notice to Contractor, shall have the right to immediately 144 terminate this Agreement for violations of this provision by Contractor. 145 7.9 No Third -Party Beneficiaries. 146 This Agreement gives no rights or benefits to anyone other than the City and the Contractor and 147 there are no third -party beneficiaries. 148 149 7.10 No Cause of Action Against Engineer. 150 Contractor, it subcontractors and equipment and materials suppliers on the PROJECT or their 151 sureties, shall maintain no direct action against the Engineer, its officers, employees and 152 subcontractors, for any claim arising out of, in connection with, or resulting from the 153 engineering services performed. Only the City will be the beneficiary of any undertaking by 154 the Engineer. Ile presence or duties of the Engineer's personnel at a construction site, 155 whether as on -site representatives or otherwise, do not make the Engineer or its personnel 156 in any way responsible for those duties that belong to the City and/or the City's construction 157 contractors or other entities, and do not relieve the construction contractors or any other 158 entity of their obligations, duties, and responsibilities, including, but not limited to, all 159 construction methods, means, techniques, sequences, and procedures necessary for 160 coordinating and completing all portions of the construction work in accordance with the 161 Contract Documents and any health or safety precautions required by such construction 162 work. The Engineer and its personnel have no authority to exercise any control over any 163 construction contractor or other entity or their employees in in connection with their work or 164 any health or safety precautions. 165 166 167 SIGNATURE PAGE TO FOLLOW 168 169 170 171 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised 11.15.17 City Project No. 02515 172 173 174 175 176 177 178 179 180 181 182 183 184 00 52 43 - 5 Agreement Page 5 of 5 IN WITNESS WHEREOF, City and Contractor have executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: William J. Schultz, Inc. dba Circle C Construction Company B (Signature) City of Fort Worth -- By: Jesus Jesus Chapa Assistant City Manager Date Teresa S. Skelly Attest: C/fYl �i7 (Printed Name) City ecretary Title: President (Seal) Z Address: P. O. Box 40328 500 W. Trammell City/State/Zip: Fort Worth, Texas 76140 6-2-k-zz:)LQt Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15-17 M&C a' - 2-9 0-1 1 Date: 2>/ 1 g 14!J.._ Form 1295 No. 2.cmQ. Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting re uirements. Walter Norwood, P.E. Project Manager Water Department A rove s to Form and Legality: ouglas W. Black Assistant City Attorney APPROVAL RECOMMENDED: (Y' dL Christopher Harder, P.E. DIRECTOR, Water Department OFFICIAL RECORD cirePOWM91TA Dr. ' a $ i. P' i r r �1i"in c1 0rD 1 006113-1 PERFORMANCE BOND Page 1 of 2 1 BOND NO. TXC611151 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS; 6 COUNTY OF TARRAI?;T § 7 8 That we, William J. Schultz, Inc. dba Circle C Construction Company, known as "Principal" herein 9 and Merchants Bonding Company Nutual}, a corporate surety(sureties, if more than one) duly authorized 10 to do business in the State of Texas, known. as "Surety" herein (whether one or more), are held and firmly 11 bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known 12 as "City" herein, in the penal sum of Thirteen_ Million, Six Thousand, Two Hundred Eighty -Six and 13 Twenty -Five Cents ($13,006,286.25), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our 15 heirs, executors, administrators, successors and assigns, jointly and severally, Firmly by these presents. 16 WHEREAS, the Principal has entered into a certain written contract with the City awarded the 17 r: day of - , 2019, which Contract is hereby referred to and made a part hereof 18 for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 19 deFmed by law, in the prosecution of the Work, including any Change Orders, as provided for in said 20 Contract designated as Upper Big Fossil Creek Drainage Basin Relief Interceptor, City Project No. 21 02515 22 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 23 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform 24 the Work, including Change Orders, under the Contract, according to the plans, specifications, and 25 contract documents therein referred to, and as well during any period of extension of the Contract that 26 may be granted on the part of the City, then this obligation shall be and become null and void, otherwise 27 to remain in full force and effect. 28 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant 29 County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 0061 13 - 2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas 2 Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the 3 provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 5 instrument by duly authorized agents and officers on this the +-t day of rr��h .2019. 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 31 32 33 34 35 36 37 38 39 40 41 42 43 ATTWS 'eo— "nu Ad - (Principal) Secretary, Michele S. La ord Witness as to Principal Witness as to Surety, John A. Miller PRINCIPAL: William J. Schultz, Inc. dba Circle C Construction Company BY: Signature Teresa S. Skelly, President Name and Title Address: P. O. Box 40328 Fort Worth, TX 76140 SURETY: Merchants Bondirig Coma an utual BY: id4Z ignatLlre Sher +l A. Klutts, Attorney -in -Fact Name and Title Address: 6700 Westown Parlcwa West Des Moines IA 50266 Telephone Number: 1-800-678-8171 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 MF R. HA, BONDING 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 Iowa (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; John R Stockton; Sheryl A Klulls 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 Merchants National 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 In appoint Allorneys-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. if 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 6th day of April 2017 �* .*` q%0IY4 • NG C • .�� Pa t._,'� MERCHANTS BONDING COMPANY (MUTUAL) QpR i�: a : + �ca0�9.� ��.4� MERCHANT NATIONAL BONDING, INC. —0— 2003 ;1 133 By ,• ....... ���� .�63 .. ���•� Are •..sident STATE OF IOWA •+�'"•,....,•�`•�• •.� �,• COUNTY OF DALLAS ss. On this this 6th day of April 2017 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. y t E ALICIA K. GRAM [> Commission Number 767430 _ * 1' " My Commission Expires . I. Ap1111, 2020 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 %%I day of •ir; , 2019. •••••ff.Rl.flfff '. t.• a••1• :� 1933 Secretary 2003 Ate; POA0018 (3/17) ••`ff••„f.•k•'•i •�����y• 006114-1 PAYMENT BOND Page I of 2 1 BOND NO. TXC611151 2 SECTION 00 6114 3 PAYMENT BOND 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 That we, William J. Schultz, Inc. dba Circle C ,Con truction Company, known as "Principal" 9 herein, and Merchants Bonding_ComMy (Mutual}, a corporate surety (sureties), duly authorized to do 10 business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly 11 bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of 12 Texas, known as "City" herein, in the penal sum of Thirteen Million, Six Thousand,_ Two Hundred 13 Eighty -Six and Twenty -Five Cents ($13,006,286.25), lawful money of the United States, to be paid in 14 Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by 16 these presents: 17 'WHEREAS, Principal has entered into a certain written Contract with City, awarded the i C 4 18 day of lam~+ , 2019 which Contract is hereby referred to and made a part hereof for all 19 purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as 20 defined by law, in the prosecution of the Work as provided for in said Contract and designated as Upper 21 Big Fossil Creek Drainage Basin Relief Interceptor, City Project No. 02515 22 23 24 25 26 27 28 29 30 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 00 61 14 - 2 PAYMENTBOND Page 2 of 2 IN WITLESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument 2 by duly authorized agents and officers on this V , day of :_ , � , 2019. ATTEST: (Principal) Secretary, Michel . Lankford PRINCIPAL: William J. Schultz, Inc. dba Circle C Construction Company BY: c� Signature Teresa S. Skelly — Presiden _ Name and Title T Address: P. O. Box 40328 Fort Worth, TX 76140 Witness as to Principal SURETY: Merchants Boyd'B2ydjqg Company Mutual) ATTEST: BY: Signature (Surety) Secretary 4 e. 0_ � , Witness as to Surety, John A. Miller Sheryl A. Klutts, Attorney -in -Fact Name and Title Address: 6700 Westown Parkway West Des Moines, IA 50266-7754 Telephone Number: 1-800-678-8171 3 4 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws 5 showing that this person has authority to sign such obligation. If Surety's physical address is different 6 from its mailing address, both must be provided. 7 8 The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief interceptor Revised July 1, 2011 City Project No. 02515 MEP CHAN�� BLINDING COMPANY. DOWER 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 Iowa (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; John R Stockton; 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 Merchants National 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 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 6th day of April 2017 QP O p< ; .�`% 'p MERCHANTS BONDING COMPANY (MUTUAL) �r'V0� R9J' : y'' �� � ��9�;�7%, MERCHANT NATIONAL BONDING, INC. 2003 : : y 1933 By ! ',�djj''•."���N` •.d,,y•. `��,* President STATE OF IOWA ,!'��•+,l!!*l�,s •��� 5�f'!�• COUNTY OF DALLAS ss. On this this 6th day of April 2017 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. ALICIA K. GRAM Commission Number 767430 My Commission Expires I ! A01, 2020 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 farce 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 `C� day of rr8WV_Vl 12019. :,Z Igo:� AO- C:�� its*:" Q : : Z4 2003 :�L7;' 1933 Secretary POA 0018 (3/17) •''�,•111014,,,•• +� 006119-1 MAINTENANCE BOND Page 1 of 3 1 2 BOND NO. TXC611151 3 SECTION 00 6119 4 MAINTENANCE BOND 5 6 THE STATE OF TEXAS § 7 § KNOW ALL BY THESE PRESENTS: 8 COUNTY OF TARRANT § 9 10 That we, William J. Schultz, Inc. dba Circle„ C„Construction Co!RP known as "Principal" herein 11 and Merchants Bonding Company {Mutual), a corporate surety (sureties, if more than one) duly 12 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held 13 and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the 14 State of Texas, known as "City" herein, in the sum of Thirteen. -Million, Six Thousand, Two Hundred 15 Eighhty-Six and Twenty Five Cents ($13,006.286.25), lawful money of the United States, to be paid in 16 Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made unto the City and 17 its successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and 18 severally, firmly by these presents. 19 20 WHEREAS, the Principal has entered into a certain written contract with the City awarded 21 themeJ__ day of X3c1 , 2019, which Contract is hereby referred to and 22 a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 23 and other accessories as defined by law, in the prosecution of the Work, including any Work resulting 24 from a duly authorized Change Order (collectively herein, the "Work") as provided for in said contract 25 and designated as Upper Big Fossil Creek Drainage Basin Relief Interceptor, City Project No. 02515; 26 and 27 28 WHEREAS, Principal biinds itself to use such materials and to so construct the Work in accordance 29 with the plains, specifications and Contract Documents that the Work is and will remain free from defects 30 in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance 31 of the Work by the City ("Maintenance Period"); and 32 CITY OF FORT WORTH Lipper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 006119-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 2 receiving notice from the City of the need therefor at any time within the Maintenance Period. 3 4 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any 5 defective Work, for which timely notice was provided -by City, to a completion satisfactory to the City, 6 then this obligation shall become null and void; otherwise to remain in full force and effect. 7 8 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed 9 defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or 10 reconstructed with all associated costs thereof being borne by the Principal and the Surety under this 11 Maintenance bond; and 12 13 PROVIDED FURTHER, that if any legal action be fled on this Bond, venue shall lie in Tarrant 14 County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; 15 and 16 17 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 18 recoveries may be had hereon for successive breaches. 19 20 21 CITY OF FORT WORTH Lipper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised duly 1, 2011 City Project No. 02515 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 31 32 33 34 35 36 37 38 39 40 41 42 006119-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the ._ day of cRl�r_ . 2019, AT T S (Principal) Secretary, Michele S. Ir ford Witness as to Principal Witness as to Surety, John A. Miller PRINCIPAL: William J. Schultz. Inc. dba Circle C Construction CompW BY: ! � Signature Teresa S. Skelly, President Name and Title Address: P. d. Box 40328 Fort Worth, TX 76140 SURETY: Merchants din Com an(Mutual) BY: Signature She1yl A. Klutts Attorne -in-Fact Name and Title Address: 6700 Westown Parkway West Des Moines, lA 50266 Telephone Number: 1-800-678-8171 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 ME R HAN BONDING 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 Iowa (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; John R Stockton; Sheryl A Mutts 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 Merchants National Bonding, Inc., an 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 Allorney-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 6th day of April 2017 r0 Nv . ;`/.�:'[�°��aR�i �' 4 4 "ft,���'• MERCHANTS BONDING COMPANY TUAL} MERCHANTNATIONAL BONDING, NC 2003 : , ; r 1933 :"err By frJ�•` •.3` • ��.° President STATE OFIOWA "•,r''•'■+�•��+•*•~ +r••rrr••r COUNTY OF DALLAS ss. On this this 61h day of April 2017 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. t t s AUC1A K. GRAM Commission Number 767430 My Commission Expires April 1, 2020 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 f.� day of � 2019. P 0.9.q.o:q,: �0Fl V. rr�= _o_ ✓ % i 2003 : , ;= y 1933 ` cz secretary POA0018 (3/17) �w���"'"`"''••• •,r•�`•�"" MERCHANTS BONDING COMPANY. MERCHANTS BONDING COMPANY (MUTUAL) • MERCHANTS NATIONAL BONDING, INC. P.O. BOX 14498, DES MOI N ES, IOWA 50306-3498 (800) 678-8171 , (S I S) 2,I3-3854 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, Towa 50266 SUP 0073 TX (2/15) ® CERTIFICATE OF LIABILITY INSURANCE DATE{M 03l201201912019YY, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT. If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kim Wright NAME: K&S Insurance Agency WINE (972) 771 -471 FAIXC, 771 -4695No Ext: () No 2255 Ridge Road, Ste. 333 E-MAIL kw6ght@kandsins.com ADDRESS: P O. Box 277 INSURERS AFFORDING COVERAGE NAIC # Rockwall TX 75087 INSURERA: United Fire& Casualty Company 13021 INSURED INSURER B : Travelers Prop Gas CO Of Amer 25674 William J. Schultz, Inc. INSURER C : Bridgefield Casualty Insurance Co 10335 dba Circle C Construction Company INSURER D : Federal Insurance Company 20281 500 W. Trammell Ave. INSURER E : Everman TX 76140 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD 5U WVD POLICYNUMBER POLICYEFF MWODIYYYY POLICYEXP MMIODIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FX_1 OCCUR EACH OCCURRENCE $ 1,000,000 ❑ ET NoccurrTED PREMISES Ea ence 100,000 $ MED EXP (Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 A 85316434 08/12/2018 08/12/2019 GEN'LAGGREGATE LIMITAPPLIES PER: POLICY ® JECT LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMPIOPAGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMB INEOSINGLE LIMIT Ea accitlent $ 1,000,000 BODILY INJURY (Per person) $ X ANYAUTO A OWNED SCHEDULED AUTOS ONLY AUTOS 85316434 08/12/2018 08/12/2019 BODILY INJURY (Per accident) $ X HIRED x NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 B EXCESS WAS CLAIMS -MADE ZUP41 M1142818NF 08/12/2018 08/12/2019 DED I X RETENTION $ 10,000 $ `, WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNEWEXECUTIVE OFFICEWMEMBEREXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA i96-43838 08l1212018 08/12/2019 PER OTH- X STATUTE I ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E-L.DISEASE-POLICYLIMIT $ 1,OOD,000 D Contractors Equipment 06706289 08/12/2018 08/12/2019 Leased/Rented Equip. $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS ,VEHICLES ( 101, Additional Remarks Schedule, may be attached it more space Is required) Project: Upper Big Fossil Creek Drainage Basin Relief interceptor City Project Number 02515 See attached for additional information. LLA I IUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN The City of Fort Worth ACCORDANCE WITH THE POLICY PROVISIONS. 200 Texas Street AUTHORIZED REPRESENTATIVE Fort Worth TX 76102 /v 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD COMMENTS/REMARKS Additional Insured - Ongoing Operations Form #CG2038 04/13 and Additional insured - Completed Operations Form #CG2037 04/13, Waiver of Subrogation Form #CG7280 07/17 and Primary & Non -Contributory Form #CG2001 04/13 apply to the General Liability Policy. Additional Insured & Waiver of Subrogation form #CA7109 01/17 and Primary & Non -Contributory form #CA7334 09/15 apply to the Business Auto Policy. Waiver of Subrogation Form ##WC420304B 06/14 applies to the Workers Compensation Policy. *ALWAYS REFER TO THE ATTACHED POLICY FORMS FOR SPECIFIC WORDING OF SUCH COVERAGE, LIMITS, CONDITIONS & EXCLUSIONS. OFREMARK COPYRIGHT 2000, ANS SERVICES INC. Policy #85316434 COMMERCIAL. GENERAL LIABILITY CC20380413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE IDEA® IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS o AUTOMATIC STATUS FOR OTHER PARTIES WHEN REQUIRED IN WRITTEN CONSTRUCTION AGREEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: a. Your acts or omissions; or b. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. However, the insurance afforded to such additional insured described above: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an additional insured under this endorsement ends when your operations for the person or organization described in Paragraph 1. above are completed. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including. a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. 2. "Bodily injury" or "property damage" occurring after: a. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or CG 20 38 0413 0 Insurance Services Office, Inc., 2012 Page 1 of 2 b. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement described in Paragraph A.1.; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. Page 2 of 2 0 Insurance Services Office, Inc., 2012 CG 20 38 0413 POLICY NUMBER: 65315434 COMMERCIAL GENERAL LIABILITY CC 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Ormanization(s) Location And Description Of Completed Operations ANY PERSON OR ORGANIZATION TO WHOM LOCATIONS DESIGNATED AND YOU HAVE AGREED TO NAMES AS ADDI- DESCRIBED IN THE ABOVE TIONAL INSURED BY WRITTEN CONTRACT MENTIONED WRITTEN CONTRACT OR AGREEMENT IF THE CONTRACT OR OR AGREEMENT AGREEMENT IS EXECUTED PRIOR TO LOSS Information required to cornplete this Schedule, if not shown above, will be shown in the Declarations. A. Section it -r Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 9. The insurance afforded to such additional insured only applies to the extent permitted by law, and 2. If coverage provided to the additional insured Is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following Is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on be half of the additional insured is the amount of Insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 37 04 13 0 Insurance Services Office, Inc., 2012 Page 4 of I P011Cy #85316434 COMMERCIAL. GENERAL LIABILITY CG 20 01 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary: primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the This insurance is primary to and will not seek additional insured. contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 0413 0 Insurance Services Office, Inc., 2012 Page 1 of 1 Policy #85316434 CG 72 80 07 17 LIMITED EXTENDED ULTRA LIABILITY PLUS ENDORSEMENT COMMERCIAL GENERAL LIABILITY EXTENSION ENDORSEMENT SUMMARY OF COVERAGES This is a summary of the various additional coverages and coverage modifications provided by this endorsement. No coverage is provided by this summary. " Extended Property Damage * Expanded Fire Legal Liability to include Explosion, Lightning and Sprinkler Leakage * Coverage for non -owned watercraft is extended to 51 feet in length * Property Damage - Borrowed Equipment * Property Damage Liability - Elevators * Coverage D - Voluntary Property Damage Coverage $5,000 Occurrence with a $10,000 Aggregate * Coverage E - Care, Custody and Control Property Damage Coverage $25,000 Occurrence with a $100,000 Aggregate - $500 Deductible * Coverage F - Electronic Data Liability Coverage - $50,000 * Coverage G - Product Recall Expense $25,000 Each Recall Limit with a $50,000 Aggregate - $1,000 Deductible * Coverage H - Water Damage Legal Liability - $25,000 * Coverage I - Designated Operations Covered by a Consolidated (Wrap -Up) Insurance Program - Limited Coverage • Increase in Supplementary Payments: Bail Bonds to $1,000 * Increase in Supplementary Payments: Loss of Earnings to $500 * For newly formed or acquired organizations - extend the reporting requirement to 180 days * Broadened Named Insured * Automatic Additional Insured - Vendors * Automatic Additional Insured - Lessor of Leased Equipment Automatic Status When Required in Lease Agreement With You * Automatic Additional Insured - Managers or Lessor of Premises * Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured * Additional Insured - State or Governmental Agency or Subdivision or Political Subdivision - Permits or Authorizations * Additional Insured - Consolidated Insurance Program (Wrap -Up) Off -Premises Operations Only - Owners, Lessees or Contractors Automatic Status When Required in Construction Agreement With You * Additional Insured - Employee Injury to Another Employee * Automatically included - Aggregate Limits of Insurance (per location) * Automatically included - Aggregate Limits of Insurance (per project) * Knowledge of occurrence - Knowledge of an "occurrence", "claim or suit" by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee * Blanket Waiver of Subrogation * Liberalization Condition * Unintentional failure to disclose all hazards. If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. * "insured Contract" redefined for Limited Railroad Contractual Liability * Mobile equipment to include snow removal, road maintenance and street cleaning equipment less than 1,000 lbs GVW * Bodily Injury Redefined REFER TO THE ACTUAL ENDORSEMENT FOLLOWING ON PAGES 2 THROUGH 12 FOR CHANGES AFFECTING YOUR INSURANCE PROTECTION CG 72 80 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 12 CG 72 80 07 17 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LIMITED EXTENDED ULTRA LIABILITY PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SECTION I a COVERAGES A. The following changes are made at COVERAGE A - BODILY INJURY AND PROPERTY DAMAGE LIABILITY 1. Extended Property Damage At 2. Exclusions exclusion a. Expected or Intended Injury is replaced with the following: "Bodily injury" or "property damage' expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. 2. Expanded fire Legal Liability At 2. Exclusions the last paragraph is deleted and replaced by the following: Exclusions c. through n. do not apply to damage by fire, explosion, lightning, smoke resulting from such fire, explosion, or lightning or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of this owner. A separate limit of insurance applies to this coverage as described in SECTION III - LIMITS OF INSURANCE. 3. Non -Owned Watercraft At 2. Exclusions exclusion g. Aircraft, Auto Or Watercraft (2)(a) is deleted and replaced by the following: (a) Less than 51 feet long; 4. Property Damage — Borrowed Equipment At 2. Exclusions the following is added to paragraph (4) of exclusion j. Damage To Property: This exclusion does not apply to "property damage" to borrowed equipment while at a jobsite and while not being used to perform operations. The most we will pay for "property damage" to any one piece of borrowed equipment under this coverage is $25,000 per occurrence. The insurance afforded under this provision is excess over any valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. 5. Property Damage Liability — Elevators At 2. Exclusions the following is added to paragraphs (3), (4) and (6) of exclusion j. Damage To Property: This exclusion does not apply to "property damage" resulting from the use of elevators. However, any insurance provided for such "property damage" is excess over any valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. B. The following coverages are added: 1. COVERAGE D - VOLUNTARY PROPERTY DAMAGE COVERAGE "Property damage" to property of others caused by the insured: a. While in your possession; or b. Arising out of "your work". Coverage applies at the request of the insured, whether or not the insured is legally obligated to pay. For the purposes of this Voluntary Propekiy Damage Coverage only: Exclusion j. Damage to Property is deleted and replaced by the following: CG 72 80 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 12 CG 72 90 07 17 j. Damage to Property "Property damage" to: (1) Property held by the insured for servicing, repair, storage or sale at premises you own, rent, lease, operate or use; (2) Property transported by or damage caused by any "automobile", "watercraft" or "aircraft" you own, hire or lease; (3) Property you own, rent, lease, borrow or use. The amount we will pay is limited as described below in SECTION III - LIMITS OF INSURANCE For the purposes of this Voluntary Property damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for each coverage, and we are granted discretion in making payments under this coverage. 2. COVERAGE E - CARE, CUSTODY AND CONTROL PROPERTY DAMAGE COVERAGE For the purpose of this Care, Custody and Control Property Damage Coverage only: a. Item (4) of Exclusion j. does not apply. The amount we will pay is limited as described below in SECTION III - LIMITS OF INSURANCE For the purposes of this Care, Custody and Control Property Damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for each coverage, and we are granted discretion in making payments under this coverage. 3. COVERAGE F - ELECTRONIC DATA LIABILITY COVERAGE For the purposes of this Electronic Data Liability Coverage only: a. Exclusion p. of Coverage A — Bodily Injury And Property Damage Liability in Section I -- Coverages is replaced by the following: 2. Exclusions This insurance does not apply to: p. Electronic Data Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate "electronic data" that does not result from physical injury to tangible property. However, this exclusion does not apply to liability for damages because of "bodily injury". b. "Property Damage" means: (1) Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; or (2) Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the "occurrence" that caused it; or (3) Loss of, loss of use of, damage to, corruption of, inability to access or inability to properly manipulate "electronic data", resulting from physical injury to tangible property. All such loss of "electronic data" shall be deemed to occur at the time of the 'occurrence" that caused it. For the purposes of this Electronic Data Liability Coverage, "electronic data" is not tangible property. The amount we will pay is limited as described below in SECTION III - LIMITS OF INSURANCE 4. COVERAGE G - PRODUCT RECALL EXPENSE a. Insuring Agreement (1) We will pay 90% of "product recall expense" you incur as a result of a "product recall" you initiate during the coverage period. (2) We will only pay for "product recall expense" arising out of "your products" which have been physically relinquished to others. The amount we will pay is limited as described below in SECTION III - LIMITS OF INSURANCE CG 72 80 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 12 CG 72 80 07 17 b. Exclusions This insurance does not apply to "product recall expense" arising out of: (1) Any fact, circumstance or situation which existed at the inception date of the policy and which you were aware of, or could reasonably have foreseen that would have resulted in a "product recall". (2) Deterioration, decomposition or transformation of a chemical nature, except if caused by an error in the manufacture, design, processing, storage, or transportation of "your product". (3) The withdrawal of similar products or batches that are not defective, when a defect in another product or batch has been found. (4) Acts, errors or omissions of any of your employees, done with prior knowledge of any of your officers or directors. (5) Inherent vice, meaning a natural condition of property that causes it to deteriorate or become damaged. (6) "Bodily Injury" or "Property Damage". (7) Failure of "your product" to accomplish its intended purpose, including any breach of warranty of fitness, quality, efficacy or efficiency, whether written or implied. (8) Loss of reputation, customer faith or approval, or any costs incurred to regain customer market, or any other consequential damages. (9) Legal fees or expenses. (10) Damages claimed for any loss, cost or expense incurred by you or others for the loss of use of "your product". (11) "Product recall expense" arising from the "product recall" of any of "your products" for which coverage is excluded by endorsement. (12) Any "product recall" initiated due to the expiration of the designated shelf life of "your product". 5. COVERAGE H - WATER DAMAGE LEGAL LIABILITY The Insurance provided under Coverage H (Section 1) applies to "property damage" arising out of water damage to premises that are both rented to and occupied by you. The Limit under this coverage shall not be in addition to the Damage To Premises Rented To You Limit. The amount we will pay is limited as described below in SECTION III - LIMITS OF INSURANCE" 6. COVERAGE I — DESIGNATED OPERATIONS COVERED BY A CONSOLIDATED (WRAP.UP) INSURANCE PROGRAM The following exclusion is added to Paragraph 2. Exclusions of SECTION I — COVERAGES COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY: r. This insurance does not apply to "bodily injury" or "property damage" arising out of either your ongoing operations or operations included within the "products -completed operations hazard" for any "consolidated (Wrap-up) insurance program" which has been provided by the prime contractor 1 project manager or owner of the construction project in which you are involved. This exclusion applies whether or not a consolidated (Wrap-up) insurance program: a. Provides coverage identical to that provided by this Coverage Part; or b. Has limits adequate to cover all claims. This exclusion does not apply if a "consolidated (Wrap-up) insurance program" covering your operations has been cancelled, non -renewed or otherwise no longer applies for reasons other than exhaustion of all available limits, whether such limits are available on a primary, excess or on any other basis. You must advise us of such cancellation, nonrenewal or termination as soon as practicable. For purposes of this exclusion a "consolidated (wrap-up) insurance program" is a program providing insurance coverage to all parties for exposures involved with a particular (typically major) construction project. CG 72 80 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 12 CG 72 80 07 17 C. SUPPLEMENTARY PAYMENTS -COVERAGES A AND B is amended: 1. To read SUPPLEMENTARY PAYMENTS 2. Bail Bonds Item 1.b. is amended as follows: b. Up to $1,000 for cost of ball bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 3. Loss of Earnings Item 1.d. is amended as follows: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. 4. The following language is added to Item 1. However, we shall have none of the duties set forth above when this insurance applies only for Voluntary Property Damage Coverage and/or Care, Custody or Control Property Damage Coverage and we have paid the Limit of Liability or the Aggregate Limit for these coverages. SECTION II o WHO IS AN INSURED A. The following change is made: Extended Reporting Requirements Item 3.a. is deleted and replaced by the following: a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier. B. The following provisions are added: 4. BROAD FORM NAMED INSURED Item 11 is added as follows: f. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period only if there is no other similar insurance available to that entity. However: (1) Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired more than 50 percent of the voting stock; and (2) Coverage iB does not apply to "personal and advertising injury" arising out of an offense committed before you acquired more than 50 percent of the voting stock. 5. Additional Insured - Vendors a. Any person(s) or organization(s) (referred to throughout this additional coverage as vendor), but only with respect to "bodily injury" or "property damage", which may be imputed to that person(s) or organization(s) arising out of "your products" shown with the Schedule which are distributed or sold in the regular course of the vendor's business is an insured. However: (1) The insurance afforded to such vendor only applies to the extent permitted by law; and (2) If coverage provided to the vendor is required by a contract or agreement, the insurance afforded to such vendor will not be broader than that which you are required by the contract or agreement to provide for such vendor. b. With respect to the insurance afforded to these vendors, the following additional exclusions apply: (1) This insurance afforded the vendor does not apply to: (a) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (b) Any express warranty unauthorized by you; CG 72 80 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 12 CG 72 80 07 17 (c) Any physical or chemical change in the product made intentionally by the vendor; (d) Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container. (e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of products. (f) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product. (g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor. (h) "Bodily injury" or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: I. The exceptions contained in Sub -paragraphs d. or f.; or ii. Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2.) This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. 6. Additional Insured — Lessor of Leased Equipment — Automatic Status When Required in Lease Agreement With You a. Any person(s) or organization(s) from whom you lease equipment when you and such person(s) or organization(s) have agreed in writing in a contract or agreement that such person(s) or organization(s) be added as an additional insured on your policy. Such person(s) or organization(s) is an insured only with respect to your liability for 'bodily injury", "property damage" or "personal and advertising injury" directly arising out of the maintenance, operation or use of equipment leased to you, which may be imputed to such person or organization as the lessor of equipment. However, the insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; and (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an additional insured under this endorsement ends when their contract or agreement with you for such leased equipment ends. b. With respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. 7. Additional Insured — Managers or Lessors of Premises a. Any person(s) or organization(s), but only with respect to liability arising out of the ownership, maintenance or use of that part of the premises leased to you and subject to the following additional exclusions: This insurance does not apply to: (1) Any "occurrence" which takes place after you cease to be a tenant in that premises. (2) Structural alterations, new construction or demolition operations performed by or on behalf of the person(s) or organization(s) shown in the Schedule. However: (1) The insurance afforded to such additional insured only applies to the extent permitted by law; and (2) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CIS 72 80 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 12 CG 72 80 07 17 8. Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Famed Insured a. Any architects, engineers or surveyors who are not engaged by you are insureds, but only with respect to liability for "bodily injury" or "property damage" or "personal and advertising injury" which may be imputed to that architect, engineer or surveyor arising out of: (1) Your acts or omissions; or (2) Your acts or omissions of those acting on your behalf; in the performance of your ongoing operations performed by you or on your behalf. But only if such architects, engineers or surveyors, while not engaged by you, are contractually required to be added as an additional insured to your policy. However, the insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; and (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. b. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or failure to render any professional services, including: (1) The preparing, approving, or failing to prepare or approve, maps, drawings, opinions, reports, surveys, change orders, designs or specifications; or (2) Supervisory, inspection or engineering services. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional services. 9. Additional Insured - State or Governmental Agency or Subdivision or Political Subdivision - Permits or Authorizations Any state or governmental agency or subdivision or political subdivision is an insured, subject to the following provisions: a. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. However: (1) The insurance afforded to such additional insured only applies to the extent permitted by law; and (2) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. b. This insurance does not apply to: (1) "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or (2) "Bodily injury" or "property damage" included within the "products -completed operations hazard". 10. Additional Insured Consolidated Insurance Program (Wrap -Up) Off -Premises Operations Only - Owners, Lessees or Contractors a. Any persons or organizations for whom you are performing operations, for which you have elected to seek coverage under a Consolidated Insurance Program, when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy is an insured. Such person or organization is an additional insured only with respect to your liability which may be imputed to that person or organization directly arising out of your ongoing operations performed for that person or organization at a premises other than any project or location that is designated as covered under a Consolidated Insurance Program. A person's or organization's status as an insured under this endorsement ends when your operations for that insured are completed. CG 72 80 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 7 of 12 CG 72 80 07 17 b. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies. This insurance does not apply to: "Bodily injury", "property damage", or "personal and advertising injury' arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection 11. Additional Insured - Employee Injury to Another Employee With respect to your "employees" who occupy positions which are supervisory in nature: Paragraph 2.a.(1) of SECTION II —WHO IS AN INSURED is amended to read: a. "Bodily injury' or "personal and advertising injury" (1) To you, to your partners or members (if you are a partnership or joint venture), or to your members (if you are a limited liability company); (2) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraph (1)(a) above; or (3) Arising out of his or her providing or failing to provide professional healthcare services. Paragraph 3.a. is deleted. For the purpose of this Item 11 only, a position is deemed to be supervisory in nature if that person performs principle work which is substantially different from that of his or her subordinates and has authority to hire, direct, discipline or discharge. SECTION III -LIMITS OF INSURANCE A. The following Items are deleted and replaced by the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. Medical expenses under Coverage C; b. Damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard'; and c. Damages under Coverage S; and d. Damages under Coverage H. 3. The Products -Completed Operations Aggregate Limit is the most we will pay under Coverage A for damages because of "bodily injury" and "property damage" included in the "products -completed operations hazard" and Coverage G. 6. Subject to 5. above, the Damage to Premises Rented to You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire, explosion, lightning, smoke resulting from such fire, explosion, or lightning or sprinkler leakage while rented to you or temporarily occupied by you with permission of the owner. B. The following are added: 8. Subject to Paragraph 5. of SECTION III — LIMITS OF INSURANCE $25,000 is the most we will pay under Coverage H for Water Damage Legal Liability. 9. Coverage G - Product Recall Expense Aggregate Limit $50,000 Each Product Recall Limit $25,000 a. The Aggregate Limit shown above is the most we will pay for the sum of all "product recall expense" you incur as a result of all "product recalls" you initiate during the endorsement period. CG 72 80 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 8 of 12 CG 72 80 07 17 b. The Each Product Recall Limit shown above is the most we will pay, subject to the Aggregate and $1,000 deductible, for "product recall expense" you incur for any one "product recall' you initiate during the endorsement period. We will only pay for the amount of Product Recall Expenses which are in excess of the deductible amount. The deductible applies separately to each Product Recall. The limits of insurance will not be reduced by the amount of this deductible. We may, or will if required by law, pay all or any part of any deductible amount. Upon notice of our payment of a deductible amount, you shall promptly reimburse us for the part of the deductible amount we paid. 10. Aggregate Limits of Insurance (Per Location) The General Aggregate Limit applies separately to each of your 'locations" owned by or rented to you or temporarily occupied by you with the permission of the owner. "Location" means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. 11. Aggregate Limits of Insurance (Per Project) The General Aggregate Limit applies separately to each of your projects away from premises owned by or rented to you. 12. With respects to the insurance afforded to additional insureds afforded coverage by items 5 through 11 of SECTION II —WHO IS AN INSURED above, the following is added: The most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; b. Available under the applicable Limits of Insurance shown in the Declarations; Whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. 13. Subject to 5. of SECTION III — LIMITS OF INSURANCE, a $5,000 'occurrence" limit and a $10,000 "aggregate" limit is the most we will pay under Coverage A for damages because of "property damage" covered under Coverage D - Voluntary Property Damage Coverage. For the purposes of this Voluntary Property Damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for each coverage, and we are granted discretion in making payments under this coverage. 14. Subject to 5. of SECTION III — LIMITS OF INSURANCE, a $25,000 "occurrence" limit and a $100,000 "aggregate" limit is the most we will pay under Coverage E - Care, Custody and Control Coverage regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". Deductible - Our obligation to pay damages on your behalf applies only to the amount of damages in excess of $500. This deductible applies to all damages because of "property damage" as the result of any one 'occurrence" regardless of the number of persons or organizations who sustain damages because of that 'occurrence". We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. As respects this coverage 'Aggregate" is the maximum amount we will pay for all covered 'occurrences" during one policy period. CG 72 80 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 9 of 12 CG 72 80 07 17 For the purposes of this Care, Custody and Control Property Damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for each coverage, and we are granted discretion in making payments under this coverage. 15. Subject to 5. of SECTION III — LIMITS OF INSURANCE, the most we will pay for "property damage" under Coverage F - Electronic Data Liability Coverage for loss of "electronic data" is $50,000 without regard to the number of "occurrences". CTION IV -COMMERCIAL GENERAL ITY CONDITIONS A. The following conditions are amended: 1. Knowledge of Occurrence a. Condition 2., Items a. and b. are deleted and replaced by the following: (1) Duties In The Event Of Occurrence, Offense, Claim Or Suit (a) You must see to it that we are notified as soon as practicable of an "occurrence" or an offense which may result in a claim. Knowledge of an 'occurrence" by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee. To the extent possible, notice should include: i. How, when and where the 'occurrence" took place; tl. The names and addresses of any injured persons and witnesses, and III. The nature and location of any injury or damage arising out of the 'occurrence" or offense. (b) If a claim is made or "suit' is brought against any insured, you must: 1. Immediately record the specifics of the claim or "suit' and the date received; and tl. Notify us as soon as practicable. You must see to it that we receive written notice of the claim or "suit' as soon as practicable. Knowledge of a claim or "suit' by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee. 2. Where Broad Form Named Insured is added in SECTION II — WHO IS AN INSURED of this endorsement, Condition 4. Other Insurance b. Excess Insurance (1).(a) is replaced by the following: (a) Any of the other insurance, whether primary, excess, contingent or on any other basis, that is available to an insured sofely by reason of ownership by you of more than 50 percent of the voting stock, and not withstanding any other language in any other policy. This provision does not apply to a policy written to apply specifically in excess of this policy. B. The following are added: 10. Condition (5) of 2.c. (5) Upon our request, replace or repair the property covered under Voluntary Property Damage Coverage at your actual cost, excluding profit or overhead. 11. Blanket Waiver Of Subrogation We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of: premises owned or occupied by or rented or loaned to you, ongoing operations performed by you or on your behalf, done under a contract with that person or organization, "your work", or "your products". We waive this right where you have agreed to do so as part of a written contract, executed by you before the "bodily injury" or "property damage" occurs or the "personal and advertising injury" offense is committed. 12. Liberalization If a revision to this Coverage Part, which would provide more coverage with no additional premium becomes effective during the policy period in the state designated for the first Named Insured shown in the Declarations, your policy will automatically provide this additional coverage on the effective date of the revision. CG 72 80 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 10 of 12 CG 72 80 07 17 13. Unintentional Failure to Disclose All Hazards Based on our reliance on your representations as to existing hazards, if you unintentionally should fail to disclose all such hazards at the inception date of your policy, we will not deny coverage under this Coverage Part because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. 14. The following conditions are added in regard to Coverage G - Product Recall Expense In event of a "product recall", you must a. See to it that we are notified as soon as practicable of a "product recall". To the extent possible, notice should include how, when and where the "product recall" took place and estimated "product recall expense". b. Take all reasonable steps to minimize "product recall expense". This will not increase the limits of insurance. c. If requested, permit us to question you under oath at such times as may be reasonably required about any matter relating to this insurance or your claim, including your books and records. Your answers must be signed. d. Permit us to inspect and obtain other information proving the loss. You must send us a signed, sworn statement of loss containing the information we request to investigate the claim. You must do this within 60 days after our request. e. Cooperate with us in the investigation or settlement of any claim. f. Assist us upon our request, in the enforcement of any rights against any person or organization which may be liable to you because of loss to which this insurance applies. 15. Limited Railroad Contractual Liability The following conditions are applicable only to coverage afforded by reason of the redefining of an "insured contract" in the DEFINITIONS section of this endorsement: a. Railroad Protective Liability coverage provided by ISO form CG 0035 with minimum limits of $2,000,000 per occurrence and a $6,000,000 general aggregate limit must be in place for the entire duration of any project. b. Any amendment to the Other Insurance condition of form CG 0035 alters the primacy of the coverage or which impairs our right to contribution will rescind any coverage afforded by the redefined "insured contract' language. c. For the purposes of the Other Insurance condition of form CG 0035 you, the named insured, will be deemed to be the designated contractor. SECTION V -DEFINITIONS A. At item 12. Mobile Equipment the wording at L(1) is deleted and replaced by the following: f,(1) Equipment designed primarily for: (a) Snow removal; (b) Road maintenance, but not construction or resurfacing; or (c) Street cleaning; except for such vehicles that have a gross vehicle weight less than 1,000 Ibs which are not designed for highway use. B. Item 3. "bodily injury" is deleted and replaced with the following: 3. "bodily injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sickness or disease. C. Item 9. "Insured Contract" c. is deleted and replaced with the following: c. Any easement or license agreement; CG 72 80 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 11 of 12 CG 72 80 07 17 D. Item 9. "Insured Contract" f.(1) is deleted E. The following definitions are added for this endorsement only: 23. "Electronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software, including systems and applications software, hard or floppy disks, CD-ROMS, tape drives, cells, data processing devices or any other media which are used with electronically controlled equipment. 24. "Product recall" means a withdrawal or removal from the market of "your product" based on the determination by you or any regulatory or governmental agency that: a. The use or consumption of "your product" has caused or will cause actual or alleged "bodily injury" or "property damage"; and b. Such determination requires you to recover possession or control of "your product" from any distributor, purchaser or user, to repair or replace "your product", but only if "your product" is unfit for use or consumption, or is hazardous as a result of: (1) An error or omission by an insured in the design, manufacturing, processing, labeling, storage, or transportation of "your product'; or (2) Actual or alleged intentional, malicious or wrongful alteration or contamination of "your product" by someone other than you. 20. "Product recall expense" means reasonable and necessary expenses for: a. Telephone, radio and television communication and printed advertisements, including stationery, envelopes and postage. b. Transporting recalled products from any purchaser, distributor or user, to locations designated by you. c. Remuneration paid to your employees for overtime, as well as remuneration paid to additional employees or independent contractors you hire. d. Transportation and accommodation expense incurred by your employees. e. Rental expense incurred for temporary locations used to store recalled products. f. Expense incurred to properly dispose of recalled products, including packaging that cannot be reused. g. Transportation expenses incurred to replace recalled products. h. Repairing, redistributing or replacing covered recalled products with like products or substitutes, not to exceed your original cost of manufacturing, processing, acquisition and/or distribution. These expenses must be incurred as a result of a "product recall". CG 72 80 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 12 of 12 Policy #85316434 COMMERCIAL AUTO CA 71 09 01 17 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO ULTRA ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM COMMON POLICY CONDITIONS COVERAGE INDEX DESCRIPTION PAGE Temporary Substitute Auto Physical Damage 2 If Broad Form Insured 2 Employee as Insureds 2 Additional Insured Status by Contract, Agreement or Permit 2 Bail Bond Coverage 3 Loss of Earnings Coverage 3 Amended Fellow Employee Coverage 3 Towing and Labor 3 Physical Damage Additional Transportation Expense Coverage 3 Extra Expense - Theft 3 Rental Reimbursement and Additional Transportation Expense 4 Personal Effects Coverage 4 Personal Property of Others 4 Locksmith Coverage 4 Vehicle Wrap Coverage 5 Airbag Accidental Discharge 5 Audio, Visual and Data Electronic Equipment Coverage 5 Auto Loan/Lease Total Loss Protection 5 Glass Repair — Deductible Amendment 5 Amended Duties in the Event of Accident, Claim, Suit or Loss 6 Waiver of Subrogation Required by Contract 6 Unintentional Failure to Disclose 6 Hired, Leased, Rented or Borrowed Auto Physical Damage 6 Mental Anguish 7 Extended Cancellation Condition 7 The COVERAGE INDEX set forth above is informational only and grants no coverage. Terms set forth in Gold Italics) are likewise for information only and by themselves shall be deemed to grant no coverage. CA 71 09 01 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 7 (Temporary Substitute Auto physical Damage) A. TEMPORARY SUBSTITUTE AUTO PHYSICAL DAMAGE SECTION I — COVERED AUTOS, paragraph C. Certain Trailers, Mobile Equipment and Temporary Substitute Autos is amended by adding the following at the end of the existing language: If Physical Damage Coverage is provided under this Coverage form for an "auto" you own, the Physical Damage coverages provided for that owned "auto" are extended to any "auto" you do not own while used with the permission of its owner as a temporary substitute for the covered "auto" you own that is out of service because of its breakdown, repair, servicing, "loss", or destruction B. BROADENED LIABILITY COVERAGES SECTION 11 — LIABILITY COVERAGE in Paragraph A. Coverage at 1. Who Is An Insured is amended to include the following: (Broad Form Insured) d. Any legally incorporated subsidiary in which you own more than 50% of the voting stock on the effective date of the Coverage Form. However, the Named Insured does not include any subsidiary that is an "insured" under any other automobile policy or would be an "insured" under such a policy but for its termination or the exhaustion of its Limit of Insurance. e. Any organization that is acquired or formed by you, during the term of this policy and over which you maintain majority ownership. However, the Named Insured does not include any newly formed or acquired organization: (1) That is a joint venture or partnership, (2) That is an "insured" under any other policy, (3) That has exhausted its Limits of Insurance under any other policy, or (4) 180 days or more after its acquisition or formation by you, unless you have given us notice of the acquisition or formation Coverage does not apply to "bodily injury" or "property damage" that results from an accident that occurred before you formed or acquired the organization. (Employee as Insureds) f. Any employee of yours while acting in the course of your business or your personal affairs while using a covered "auto" you do not own, hire or borrow. (Additional Insured Status by Contract, Agreement or permit) g. Any person or organization whom you are required to add as an additional insured on this policy under a written contract or agreement; but the written contract or agreement must be: (1) Currently in effect or becoming effective during the term of this policy; and (2) Executed prior to the "bodily injury" or "property damage." The additional insured status will apply only with respect to your liability for "bodily injury" or "property damage" which may be imputed -to that person(s) or organization(s) directly arising out of the ownership, maintenance or use of the covered "autos" at the location(s) designated, if any. Coverage provided by this endorsement will not exceed the limits of liability required by the written contract or written agreement even if the limits of liability stated in the policy exceed those limits. This endorsement shall not increase the limits stated in Section 11. C. Limits of Insurance. For any covered "auto" you own this Coverage Form provides primary coverage. Page 2 of 7 Includes copyrighted material of Insurance Services Office, Inc., with its permission. CA 71 09 01 17 C. BROADENED SUPPLEMENTARY PAYMENTS SECTION Il. LIABILITY A. Coverage 2. Coverage Extensions a. Supplementary Payments (2) and (4) are replaced by the following: (Bail Bond Coverage) (2) Up to $5,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident" we cover. We do not have to furnish these bonds. (Loss of Earnings Coverage) (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earning up to $500 a day because of time off from work. (Amended Fellow Employee Exclusion) D. AMENDED FELLOW EMPLOYEE EXCLUSION Only with respect to your "employees" who occupy positions which are supervisory in nature, SECTION II. LIABILITY B. Exclusion 5. Fellow Employee is replaced by: 5. Fellow Employee "Bodily Injury": a. To you, or your partners or members (if you are a partnership or joint venture), or to your members (if you are a limited liability company); b. To your "executive officers" and directors (if you are an organization other than a partnership, joint venture, or limited liability company) but only with respect to performance of their duties as your officers or directors; c. For which there is an obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraph a and b above; or d. Arising out of his or her providing or failing to provide professional health care services. For purposes of this endorsement, a position is deemed to be supervisory in nature if that person performs principle work which is substantially different from that of his or her subordinates and has authority to hire, transfer, direct, discipline or discharge. E. BROADENED PHYSICAL DAMAGE COVERAGES SECTION III -- PHYSICAL DAMAGE COVERAGE A. Coverage is amended as follows: (Towing and Labor) 2. Towing is deleted and replaced with the following: 2. Towing and labor We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" is disabled: a. For private passenger type vehicles we will pay up to $100 per disablement. b. For all other covered "auto's" we will pay up to $500 per disablement However, the labor must be performed at the place of disablement. (physical Damage Additional Transportation Expense Coverage) 4. Coverage Extensions a. Transportation Expenses is amended to provide the following limits: We will pay up to $60 per day to a maximum of $1,800. All other terms and provisions of this section remain applicable. The following language is added to 4. Coverage Extensions: (Extra Expense a Theft) c. Theft Recovery Expense If you have purchased Comprehensive Coverage on an "auto" that is stolen, we will pay the expense of returning that stolen auto to you. The limit for this coverage extension is $5,000. CA 71 09 01 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 7 (Rental Reimbursement and Additional Transportation Expense) d. Rental Reimbursement We will provide Rental Reimbursement and Additional Expense coverage only for those Physical Damage coverages for which a premium is shown in the Declarations or schedule pages. Coverage applies only to a covered "auto". (1) We will pay for auto rental expense and the expense incurred by you because of 'loss" to remove and transfer your materials and equipment from a covered "auto" to a covered "auto." Payment applies in addition to the otherwise applicable coverage you have on a covered "auto." No deductible applies to this coverage. (2) We will pay only for expenses incurred during the policy period and beginning 24 hours after the "loss" and ending, regardless of the policy's expiration, with the lesser of the following number of days: (a) The number of days reasonably required to repair or replace the covered "auto." If "loss" is caused by theft, this number of days is added to the number of days it takes to locate the covered "auto" and return it to you, or (b) 30 days. (3) Our payment is limited to the lesser of the following amounts: (a) Necessary and actual expenses incurred; or (b) $75 per day. (c) This coverage does not apply while there are spare or reserve "autos" available to you for your operations. (d) If "loss" results from the total theft of a covered "auto" of the private passenger or light truck type, we will pay under this coverage only that amount of your rental reimbursement expense which is not already provided for under the SECTION ill — PbYSICAL DAMAGE COVERAGE, A. Coverage, 4. Coverage Extensions, a. Transportation Expenses. (Personal Effects Coverage) e. Personal Effects If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $500 for Personal Effects stolen with the "auto". The insurance provided under this provision is excess over any other collectible insurance. For this coverage extension, Personal Effects means tangible property that is worn or carried by an "Insured". (Personal Property of Others) f. Personal Property of Others We will pay up to $500 for loss to personal property of others in or on your covered "auto." This coverage applies only in the event of "loss" to your covered "auto" caused by fire, lightning, explosion, theft, mischief or vandalism, the covered "auto's" collision with another object, or the covered "auto's" overturn. No deductibles apply to this coverage. (Locksmith Coverage) g. Locksmith Coverage We will pay up to $250 per occurrence for necessary locksmith services for keys locked inside a covered private passenger "auto". The deductible is waived for these services. Page 4 of 7 Includes copyrighted material of Insurance Services Office, Inc., with its permission. CA 71 09 01 17 (vehicle Wrap Coverage) h. Vehicle Wrap Coverage If you have Comprehensive or Collision coverage on an "auto" that is a total loss, in addition to the actual cash value of the "auto", we will pay up to $1,000 for vinyl vehicle wraps which are displayed on the covered "auto" at the time of total loss. Regardless of the number of autos deemed a total loss, the most we will pay under this Vehicle Wrap Coverage for any one 'loss" is $5,000. For purposes of this coverage provision, signs or other graphics painted or magnetically affixed to the vehicle are not considered vehicle wraps. (Airbag Accidental Discharge) F. SECTION III — PHYSICAL DAMAGE COVERAGE, B. Exclusions is amended at 3. to include the following language: If you have purchased Comprehensive or Collision Coverage under this policy, this exclusion does not apply to mechanical breakdown relating to the accidental discharge of an air bag. This coverage applies only to a covered auto you own and is excess of any other collectible insurance or warranty. No deductible applies to this coverage. G. BROADENED LIMITS OF INSURANCE (Audio, Visual and Data Electronic Equipment Coverage) SECTION III — PHYSICAL DAMAGE COVERAGE — C. Limit of Insurance at 1.b. is amended to provide the following limits: b. Limits of $1,000 per 'loss" is increased to $5,000 per 'loss". All other terms and provisions of this section remain applicable. (Auto Loan/Lease Total toss Protection) SECTION III — PHYSICAL DAMAGE COVERAGE — C. Limit of Insurance is amended by adding the following language: 4. in the event of a total 'loss" to a covered "auto" shown in the Schedule pages, subject at the time of the 'loss" to a loan or lease, we will pay any unpaid amount due including up to a maximum of $500 for early termination fees or penalties on the lease or loan for a covered"auto" less: a. The amount paid under the Physical Damage Coverage Section of the policy; and b. Any: (1) Overdue lease / loan payments at the time of the 'loss'; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and (5) Carry-over balances from previous loans or leases. (Glass Repair— Deductible Amendment) H. GLASS REPAIR — DEDUCTIBLE SECTION III — PHYSICAL DAMAGE COVERAGE — D. Deductible is amended by adding the following: Any deductible shown in the Declarations as applicable to the covered "auto" will not apply to glass breakage if the damaged glass is repaired, rather than replaced. CA 71 09 01 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 7 (Amended Duties in the went of Accident, Claim, Suit or Loss) 1. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS Under SECTION IV — BUSINESS AUTO CONDITIONS, A. Loss Conditions, the following is added to paragraph 2. Duties In The Event of Accident, Suit or Loss: d. Knowledge of any "accident", "claim", "suit" or "loss" will be deemed knowledge by you when notice of such "accident", "claim", "suit" or "loss" has been received by: (1) You, if you are an individual; (2) Any partner or insurance manager if you are a partnership; (3) An executive officer or insurance manager, if you are a corporation; (4) Your members, managers or insurance manager, if you are a limited liability company; or (5) Your officials, trustees, board members or insurance manager, if you are a not -for -profit organization. (Waiver of Subrogation by Contract) J. WAIVER OF SUBROGATION REQUIRED BY CONTRACT Under SECTION IV, BUSINESS AUTO CONDITIONS, A. Loss Conditions 5. Transfer of Rights of Recovery Against Others to Us the following language is added: However, we waive any rights of recovery we may have against the person or organization with whom you have agreed in writing in a contract, agreement or permit, to provide insurance such as is afforded under the policy to which this endorsement is attached. This provision does not apply unless the written contract or written agreement has been executed, or permit has been issued, prior to the "bodily injury" or "property damage." (unintentional Failure to Disclose) K. UNINTENTIONAL FAILURE TO DISCLOSE Under SECTION IV — BUSINESS AUTO CONDITIONS, B. General Conditions , the following is added to 2. Concealment, Misrepresentation Or Fraud: Your unintentional error in disclosing, or failing to disclose, any material fact existing at the effective date of this Coverage Form, or during the policy period in connection with any additional hazards, will not prejudice your rights under this Coverage Form. (Hired, Leased, Rented or 19orrovred Auto Physical Damage) L. HIRED, LEASED, RENTED OR BORROWED AUTO PHYSICAL DAMAGE Under SECTION IV — BUSINESS AUTO CONDITIONS B. General Conditions 5. Other Insurance Paragraph 5.b. is replaced by the following: b. (1) For "Comprehensive" and "Collision" Auto Physical Damage coverage provided by this endorsement, the following are deemed to be covered "autos" you own: (a) Any Covered "auto" you lease, hire, rent or borrow; and (b) Any Covered "auto" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto" (2) Limit of Insurance For This Section The most we will pay for any one "loss" is the lesser of the following: (a) $75,000 per accident, or (b) actual cash value at the time of loss, or (c) cost of repair. Page 6 of 7 Includes copyrighted material of Insurance Services Office, Inc., with its permission. CA 71 09 01 17 Minus a $500 deductible. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total loss. No deductible applies to "loss" caused by fire or lightning. (3) This Hired Auto Physical Damage coverage is excess over any other collectible insurance. (4) Definitions For This Section (a) Comprehensive Coverage. from any cause except the covered "auto's" collision with another object or the covered "auto's" overturn. We will pay glass breakage, "loss" caused by hitting a bird or animal and, "loss" caused by failing objects or missiles. (b) Collision Coverage: caused by the covered "auto's" collision with another object or by the covered "auto's" overturn. (Mental Anguish) M. MENTAL ANGUISH Under SECTION V — DEFINITIONS, C. is replaced by the following: C. "Bodily injury" means bodily injury, sickness or disease sustained by a person including mental anguish or death resulting from bodily injury, sickness, or disease. (Extended Cancellation Condition) N. EXTENDED CANCELLATION CONDITION Under CANCELLATION, of the COMMON POLICY CONDITIONS form, item 2.b. is replaced by the following: b. 60 days before the effective date of cancellation if we cancel for any other reason. CA 71 09 01 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 7 of 7 Policy ##85316434 CA 73 34 09 15 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NON-CONTRIBUTORY a OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM The following language replaces SECTION IV BUSINESS .AUTO CONDITIONS (Part B. General Conditions S. Other Insurance c.: c. Regardless of the provisions of Paragraph a. above, this Coverage Form's Covered Autos Liability Coverage is primary for any liability assumed under an "insured contract". This coverage will also be non-contributory if it is required by the terms of the "insured contract". CA 73 34 09 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B (Ed. 6-14) 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 Information 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. Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All TX Operations 3. Premium: The premium charge for this endorsement shall be 2 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. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. Date Prepared: June 21, 2018 Carrier: Bridgefield Casualty Insurance Company Effective Date of Endorsement: August 12, 2018 Policy Number: 196-43838 Countersigned by - Insured: William J Schultz Inc WC 42 03 04 B (Ed. 6-14) "Includes copyright material of the National Council on Compensation Insurance, Inc. used with its permission. Copyright 2014 NCCI" 00 61 25 - 1 CERTIFICATE OF INSURANCE Page 1 of I SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febi y2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article I — Definitions and Terminology..........................................................................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 -- 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.............................................................................................................................. 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.:.......................................................................................................................... I 1 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: February 2, 20I6 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 Coordina*on.................................:..............................................................................................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: Felmary2,2016 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 CIaims 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: Fe1n wy2, 2016 Article17 -- 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 WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febm"2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page I of 63 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 far 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. Bic -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. Buzzsaw — City's on-Iine, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2,2016 00 72 00 - I GENERAL CONDITIONS Page 2 of 63 13. 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. 14. 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. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. 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 moneX or services by a third party is not a Contract Claim. 1.9. 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. 20. 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. 21. 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). 22. 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. 23. Contractor The individual or entity with whom City has entered into the Agreement. 24. Cast of the Work —See Paragraph 1 I.01 of these General Conditions for definition. CITY OF FORT woxrH STANDARD CONSTRUCTION S PECIFICATTON DOCUMENTS Revision: Fetaumy 2, 20 E 6 00 72 00 - 1 GENERAL CONDITIONS Page 3 of 63 25. 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. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. 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. 28. 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. 29. 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. 30. 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. 31. 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. 32. 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. 33. 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. 34. Engineer The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. 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. 36. 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. 37. 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: FebmiyfT Z2016 00 72 00 - 1 GENERAL CONDITIONS Page 4 of 63 38. 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. 39. General Requirements —Sections of Division I of the Contract Documents. 40. 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. 41. 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. 42. 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. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. 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. 45. Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. 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. 47. Notice to Procee" 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. 48. PCBs --Polychlorinated biphenyls. 49. 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. 50. Plans --- See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febwary 2,2016 007200- 1 GENERAL CONDITIONS Page 5 of 63 51. 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. 52. Project —The Work to be performed under the Contract Documents. 53. Project Manager —The authorized representative of the City who will be assigned to the Site. 54. 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. 55. 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. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. 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. 58. 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. 59. 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. 60. 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. 61. 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. 62. 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: Febmaiy 2,2016 00 72 00 - l GENERAL CONDITIONS Page 6 of 63 63. 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. 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 1 t .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: Pebnumy 2, 2016 00 72 00 - t GENERAL CONDITIONS Page 7 of 63 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: 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: 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 at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnjmy2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page S of 63 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 Contractor attending the Public Meeting as 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: INTEND', 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: February 2, 201 G 00 72 00 - 1 GENERAL CONDITIONS Page 9 of 63 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: 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: February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 10 of 63 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 6.1 S.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: February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 11 of63 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 Buzzsaw 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 bf 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 Iands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febm "2, 2016 00 72 00 - L GENERAL CONDITIONS Page 12 of 63 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 Dering 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: February2,20I6 00 72 00 - 1 GENERAL CONDITIONS Page 13 ofb3 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 a$er becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 201b 00 72 00 - 1 GENERAL CONDITIONS Page 14 of 63 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 S ite. 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: Fehnuy 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 15 of 63 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: February2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 16 of 63 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 (and other evidence of insurance requested by City or any other additional insured) 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: February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 17 of 63 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: Fe6►uazy2,2016 00 72 00 - t GENERAL CONDITIONS Page 18 of 63 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: 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: February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 19of63 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: February2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 20 of 63 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: t. 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; February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 21 of 63 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 0132 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. "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 WORTI4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fcbniary2, 2016 00 72 00 - l GENERAL CONDITIONS Page 22 of 63 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: Februmy 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 23 of 63 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: Febwaty2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 24 of 63 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 Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE 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 an MBE. 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: Febmmy2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 25 of 63 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: Febmary2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 26 of 63 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. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. 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 SPECi ICATEON DOCUMENTS Revision: Felaua y2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 27 of 63 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 Iicenses 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: Febwary 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 28 of 63 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: Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. httt3://www.window.state.tx.us/tzixinfo/t.� ('ormsf/93-forms.litml 6.12 Use of Site and Other Areas A. Limitation on Use ofSite 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: Febn»y 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 24 of 63 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 (l) 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: Febwary2, 2016 007200- 1 GENERAL CONDITIONS Page 30 of 63 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 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 SafetyRepresentative 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 OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Februaiy2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 31 of 63 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: Febm" Z 2016 007200- 1 GENERAL CONDITIONS Page 32 of 63 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: 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: February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 33 of 63 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 filrnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. 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 INDEMINIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERA,TF, AND BE EFFECTIVE EVEN IF IT IS A1j,.FGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. ,BY ANY ACT. OMISSTON OR NEGLIGENCE OF_THE C TY.. This indemnity provision is intended to include, without Iimitation, 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 INDEMNIFICATInN PRnVT In]V_ IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felna y2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT lid ALLEGED OR PROVEN THAT ALL OR SOME OF THE DANLAG-S BEING SOUGHT WERE CAJUSED,__IN_„ W140I.F_, QR, iN PART,. BY ANY ACT. OMISSION OR NEGAJGENCE Qy 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 SPFCIFICATION DOCUMENTS Revision: Februmy2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 35 of 63 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: Febneary2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 36 of 63 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: 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: February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 37 of 63 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 coifstructioti are set forth in the Contract Documents. The City's Project Manager for this Contract is Walter Norwood, or his/her successor pursuant to written notification from the Director of Water Department. 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 SPFCIFICATION DOCUMENTS Revision: Fetruary 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 38 of 63 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 Determinationsfor 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: February Z 2016 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 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: Febmmy2, 2016 00 72 09 - 1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Requires. 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: Febmary2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 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 11.0 LB, 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 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: Febnkuy 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 42 of 63 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. £ 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 SPECIFiCATEON DOCUMEN'rs Revision: FebruaryZ2016 00 72 00 - 1 GENERAL CONDITIONS Page 43 of 63 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 11.01.13, 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: February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 44 of 63 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: February 2, 20I6 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 63 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 tfft 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: Fehnkvy 2, 2016 00 72 00 - 1 GENERAL. CONDITIONS Page 46 of 63 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 12.0l .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 12.01.13.2, 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 12.0 LC). 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 A 1.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: February 2. 2016 00 72 00 -1 GENERAL CONDITIONS Page 47 of 63 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 (50/6) 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 11.01.13; 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, Iosses, 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: February 2, 2016 00 72 00 - 1 GENERAL. CONDITIONS Page 48 of 63 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: Febatary 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 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. 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: Febniary2, 2016 00 72 00 - 1 GENERAL. CONDITIONS Page SO of 63 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: February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 51 of 63 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 diminishedy 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: February 2, 2016 00 72 00 - l GENERAL CONDITIONS Page 52 of 63 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 stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felauary2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 53 of 63 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 the completed Work has been damaged by the Contractor or his 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: Febtwiy 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 54 of 63 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 deducted from the monies due the Contractor, not as a penalty, but as liquidated 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 CONSTRIJCTION SPECIFICATION DOCUMENTS Revision: Felaumy2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed 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 by City 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 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. 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 of the City and the date of Final Inspection. 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. 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: Febmay2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 56 of 63 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 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- Febnmy 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 57 of 63 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 CIaims. 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 maybe 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: Febnkuy 2, 20l 6 00 72 00 - 1 GENERAL CONDITIONS Page 58 of 63 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: 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 S. 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: February2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at Iaw, 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 eompleting 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 15.02.13, 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 WORTIT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: FeNuaiy Z 2016 00 72 00 - I GENERAL CONDITIONS Page 60 of 63 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 b. 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: February 2, 2016 007200- 1 GENERAL CONDITIONS Page61 of63 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 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) 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; Febnimy2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 62 of 63 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 specifics 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: Febnkty Z 2016 00 72 00 - 1 GENERAL CONDITIONS Page 63 of 63 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. CITY OF FORT WORTH STANDARDCONSTRiUCTION SPECIFICATION DOCUMENTS Revision: Feixuxy2,2016 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 007300-1 SUPPLEMENTARY CONDITIONS Page I of 6 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 fall 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 December, 2018: Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL NUMBER OWNER TARGET DATE OF POSSESSION None None 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" Utilities or obstructions to be removed, adjusted, and/or relocated CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised January 22, 2016 City Project No. 02515 007300-2 SUPPLEMENTARY CONDITIONS Paget of The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated December, 2018: EXPECTED OWNER None UTILITY AND LOCATION None 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: A Geotechnical Report No. 131-15-145, dated January 9, 2017, prepared by CMJ Engineering, a sub - consultant of Teague Nall and Perkins, a consultant of the City, providing additional information on subsurface conditions. 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 environmental 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: TF,4GUE NALL AND PERKINS, INC. (3) Other: CF FOSSIL CREEK ARCIS LLC 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 $1,000,000 each accident/occurrence $100,000 Disease - each employee $500, 000 Disease - policy limit CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised January 22, 2016 City Project No. 02515 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 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 / $100, 000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks: None The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Requiredfor this Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 .$Confirm Limits with Railroad $Confirm Limits with Railroad X. Not required for this Contract Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 00 7100 - 4 Addendum No. 3 SUPPLEMENTARY CONDITIONS Page 41146 With respect to the above outlined insurance requirements, the following shall govern: 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 railroad 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 separations 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 of 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 roust be carried during all maintenance and/or repair worm performed in the railroad right-of-way. Such insurance roust name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the project. Project schedule shall be tier 3 for the project. C -6.07., "Wage hates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevarling Wage cartes (Heavy and Highway Construction Projects) SC-6.09., "Permits and 13tilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/err licenses required by the Contract to be acquired by the Contractor: 1. Urban Forestry Permit SC-6,09i3, "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 ofFort Worth Flood Plain Development Permit 2. Haltom City Flood Plain Development Permit CITY OF FORT WORM-1 tapper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Intcuepto€ Revised January 22, 2016 City Project No 02515 00 73 00 - 5 Addendum No. 3 SUPPLENtFNTARY CONDITIONS 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 December, 201 S. Outstanding ['t riuiis andlor Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCA'1I0N City of Fort Worth Flood Plain Development Permit Haltom City Flood Plain Development Permit Contractor Urban Forestry Permit SC-6.24B., "Title V1, Civil Rights Act of 1964 as amended" Page 511 of6 TARGET DATE OF POSSESSION 1/11/19 1/11/19 4/25/19 During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: I. Compliance with Regulations: The Contractor shall comply with the Regulation relative to Nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinater, "DO'I"') Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, with regard to the work perforated by it during the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be perforated under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or National origin. 4. Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the City, or the Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to: a. withholding of payments to the Contractor under the Contract until the Contractor complies, and/or b. cancellation, termination or suspension of the Contract, in whole or in part. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRI.ICTION SPECIFICATION DOCUMENTS drainage Basin Relief Interceptor Itevised.lanuary 22, 2016 City Project No 02515 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City or the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. 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 None Scope of Work None Coordination Authority None SG$.01, "Communications to Contractor" NIA SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Walter P. Norwood, or his/her successor pursuant to written notification from the Director of 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 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised January 22, 2016 City Project No. 02515 SECTION 01 11 00 SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 01 11 00- 1 SUMMARY OF WORK Page 1 of 3 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 I - 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 l . 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. 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 Upper Big Fossil Creels STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 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 casements 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 Upper Sig Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 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 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section includes: 01 25 00 - 1 SUBSTITUTION PROCEDURES Page I of4 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 I — 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 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 I ) 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 012500-3 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 SUBMITTALSANFORMATIONAL 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: I. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 SUMMARY OF CHANGE Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: 1" 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 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 as noted Firm Address Date Telephone For Use by City: Approved City Recommended _ Recommended Not recommended _Received late By Date Remarks Date Rejected CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainaga Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 SECTION 01 31 19 PRECONSTRUCTION MEETING PARTI- GENERAL 1.1 SUMMARY 01 31 19 - 1 PRECONSTRUCTION MEETING Pagel of 3 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 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 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised August 17, 2012 City Project No. 02515 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, casements 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 Vetter for Waste Material 1. 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 J. Questions or Comments CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised August 17, 2012 City Project No. 02515 01 31 19- 3 PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised August 17, 2012 City Project No. 02515 SECTION 01 31 20 PROJECT MEETINGS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 01 31 20 - 1 PROJECT MEETINGS Page 1 of 3 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 Port Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Fonus 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 a. Contractor CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 b. Project Representative c. Other City representatives 4. Meeting Schedule 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 I . 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 1. Pending changes and substitutions in. 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 p. Review status of Requests for Information CITY OF FORT WORTH Upper Big Fossil Creels STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relic r Interceptor Revised July 1, 2011 City Project No. 02515 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 6. Meeting Schedule 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 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 01 32 16-1 CONSTRUCTION PROGRESS SCHEDULE Page l of 5 SECTION 0132 16 CONSTRUCTION PROGRESS SCHEDULE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City of Fort Worth Standard Specification L None. C. Related Specification Sections include, but are not necessarily limited to: I. 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 A. Definitions 1. Schedule Tiers a. Tier 1 - No schedule submittal required by contract. Small, brief duration projects b. Tier 2 - No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3 - Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects d. Tier 4 - Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5 - Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 1. City of Fort Worth Schedule Guidance Document 1.4 ADMINISTRATIVE REQUIREMENTS A. Baseline Schedule General a. Prepare a cost -loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost -loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Progress Schedule 1. Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance 1. Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City, make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule 2. If no written statement of the steps intended to take is submitted when so requested by the City, the City may direct the Contractor to increase the level of effort in manpower (trades), equipment and work schedule (overtime, weekend and holiday work, etc.) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 01 32 16- 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 0132 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedules Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. In case of interference between the operations of different contractors, the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. 1.5 SUBMITTALS A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file format includes: t) Primavera (P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and bring in hard copy to the meeting for review and discussion. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the month. D. Submittal Process 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 01 32 16-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction- C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Upper Big Fossil Creek Drainage Basin Relieflaterceptor City Project No. 02515 01 32 33 - 1 PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 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 INOT 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 PART 3 - EXECUTION [NOT USED] DATE NAME 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 END OF SECTION Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 SUBMITTALS Page] of 8 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. 1.4.F.I.j Plan for supporting existing 36" waterline during construction. 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 I. 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 t) 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 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 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 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 '/2 inches x 11 inches to 8 %2 inches x I 1 inches. 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 013300-3 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 j. Plan for supporting existing 36" water line during construction. 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 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief interceptor Revised December 20, 2012 City Project No. 02515 01 33 00 - 4 SUBMITTALS Page 4 of 8 6) Product photographs 7) Standard wiring diagrams S) 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 Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's I3uzzsaw 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 CITY OF FORT WORTH Upper Big Fossil Crock STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 01 3300-5 SUBMITTALS Page 5 of g 2. Hard Copy Distribution (if required in lieu of electronic distribution) a. Shop Drawings 1) Distributed to the City 2) Copies a) S 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, includin�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. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 013300-6 SUBMITTALS Page 6 of 8 b. Code 2 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 resubmiteal 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 resubmiteal 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 resubmital. 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 I resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 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. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Belief Interceptor Revised December 20, 2012 City Project No. 02515 01 33 00 - 7 SUBMITTALS Page 7 of 8 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. 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 (RF'I) 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 USEDI 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 111 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 013300-8 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 A.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 SECTION 013513 SPECIAL PROJECT PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013513-1 SPECIAL PROJECT PROCEDURES Page I of 9 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. 1.4.N. Requirements to work within One Western Center property 2. 1.4.0 Coordination with Fossil Creek Golf Course 3. 1.4.P Coordination with Haltom City 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 I — General Requirements 3. Section 33 12 25 — Connection to Existing Water Mains 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 9 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. 2. Railroad Flagmen a. Measurement 1) Measurement for this Item will be per working day. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for each working day that Railroad Flagmen are present at the Site. c. The price bid shall include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements associated with Railroad 3. All other items a. Work associated with these Items is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction Specification 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination with the Texas Department of Transportation 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. ReguIatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief interceptor Revised December 20, 2012 City Project No. 02515 0135 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 9 a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1. General a. Observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. 2. Watch Days a. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of I hour. 2) However, the Contractor may begin work prior to 10:00 a.m. if: a) Use of motorized equipment is less than 1 hour, or b) If equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. E. TCEQ Air Permit 1, Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. F. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 9 a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 G. Water Department Coordination I . During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. H. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. I. Public Notification of Temporary Water Service Interruption during Construction CITY OF FORT WORTH Upper Dig Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 01 35 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of 9 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. J. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. K. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. L. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 01 35 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 9 b. If wet saw cutting is performed, capture and properly dispose of slurry. A Employee Parking 1. Provide parking for employees at locations approved by the City. N. Requirements to work within One Western Center property 1. When major equipment is to be delivered, the contractor shall schedule deliveries prior to 10:00 am or after 6:00pm. 2. Contractor is to minimize construction traffic through the development between 11:00 am and 2:00pm. O. Coordination with Fossil Creek Golf Course 1. Point of Contact for Fossil Creek Golf Course is Jeff Levine, Senior Vice President. 2. Requirements a. Fossil Creek Golf Course is responsible for all permanent surface restoration within golf course property. Contractor shall complete backfill to within 6" of finished grade. Contractor shall coordinate with the City and Fossil Creek Golf Course on timing of permanent surface restoration. b. Contractor shall be responsible for maintaining temporary construction easements throughout the duration of the project. Temporary seeding shall be used to maintain ground cover within temporary construction easements. Contractor shall exercise care within temporary construction easements and promptly address rutting and other surface disturbance. Turf reinforcement matting will be installed where called for in these plans. c. The Golf Course will be operational during construction. Therefore, golf course patrons will be present on the golf course in and around permanent and temporary construction easements. The contractor shall utilize flagmen to control construction traffic within Golf Course property at all times. d. If work is performed that requires closing a hole, the Contractor will be required to work at night while the golf course is closed to complete work and will restore the course to playable conditions before the beginning of the next business day. e. If the work cannot be completed within the Golf Course open or at night, the Contractor will be responsible for coordinating with the Golf Couse on closure days to complete work. In addition, the Contractor will be responsible for compensating the Golf Course for the closure days. The City will make no additional payment to the Contractor associated with costs incurred by the Contractor for closure of the golf course. P. Coordination with Haltom City 1. Haltom City is to be notified 9 days in advance prior to any construction of 12" Water Line —A". 2. Haltom City officials are to operate Haltom City water valves. 3. Haltom City inspector to be notified and present during water line relocation construction. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 9 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL 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] 111 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] "1 1111 IV 8l3112012 D.Johnson END OF SECTION Revision Log SUMMARY OF CHANGE 1.4.13— 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 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 0135 U - 8 SPECIAL PROJECT PROCEDURES Page 8 of 9 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Pair. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO,> 50 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 013513-9 SPECIAL PROJECT PROCEDURES Page 9 of 9 EXHIBIT B FORT WORTH M012,6n HOTIICE OF TEMPORARY WATER SERVICE IINTERRUPTII®R DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 01 45 23 - 1 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- 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 4 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 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 City's Buzzsaw site, or another external FTP site approved by the City. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 01 45 23 - 2 TESTING AND INSPECTION SERVICES Page 2 of 2 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 SUBMITTALSANFORMATIONAL 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 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 I — 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July I, 2011 City Project No. 02515 015000-2 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 l . 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 015000-3 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 01 50 00 - 4 TEMPORARY FACILTTIES 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] 314 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 01 55 26 - l STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page I of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs 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 I General Requirements 3. Section 34 71 13 —Traffic Control 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 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. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section. 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 01 55 26 - 2 s'rREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department, 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSAN FORMATIONAL 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 CITY OF FORT WORTH Upper Big Fossil Creek sTANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 0155 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 0157 13 - 1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART I - 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 I —General Requirements 3. Section 3125 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 3125 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 ADMINISTRATI[VE 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 9 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: l . Less than 1 acre of disturbance 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 TXR 150000 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 3125 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 3125 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 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 Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 01 57 13-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALSANFORMATIONAL 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 IRevision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July I, 2011 City Project No. 02515 SECTION 01 5813 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 01 58 13 - 1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 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 I 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 SUBMITTALSANFORMATIONAL 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-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 loR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 39 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.1.1 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 01 60 00 - 1 PRODUCT REQUIREMENTS Page I of 2 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 located on Buzzsaw as follows: 1. Resources102 - Construction DocumentslStandard 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. 'I. 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 SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 01 60 00 - 2 PRODUCT REQUIREMENTS Page 2 of 2 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 CITY OF FORT WORTH Upper Big Fossil Creels STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- 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 I — 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 SUBMITTALSANF'ORMATIONAL 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 016600-2 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 016600-3 PRODUCT STORAGE AND 14ANDLING 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 I RESTORATION [NOT USEDI 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 Iocation 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4of4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 01 70 00 -1 MOBILIZATION AND REMOBILIZATION Page 1 of 3 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from I location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities.assembled at the Site for this Contract =. c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Upper Big Fossil STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised November 22, 2016 City Project No. 02515 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 3 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. 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. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00, 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] CITY OF FORT WORTH Upper Big Fossil STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised November 22, 2016 City Project No. 02515 01 70 00 - 3 MOBILIZATION AND REMOBILIZATION Page 3 of 3 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 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. CITY OF FORT WORTH Upper Big Fossil STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised November 22, 2016 City Project No. 02515 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 017123 CONSTRUCTION STAKING AND SURVEY PART1- 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised February 14, 2018 City Project No. 02515 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 0133 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised February 14, 2018 City Project No. 02515 017123-3 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 I. 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised February 14, 2018 City Project No. 02515 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of S 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 notesused 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 Iocation 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised February 14, 2019 City Project No. 02515 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 flowlinc 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 PART2- 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUM8NTS Drainage Basin Relief Interceptor Revised February 14, 2019 City Project No. 02515 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and V 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 .0.1 ft 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. CrrY OF PORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised February 14, 2018 City Project No. 02515 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of S 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 IoR] 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 3"d 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.It CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised February 14, 2018 City Project No, 02515 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen 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. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Upper Big Fossil Creek Drainage Basin Retief interceptor City Project No. 02515 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 01 74 23 - 1 CLEANING Page 1 of4 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 I --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. S 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July I, 2011 City Project No. 02515 01 74 23 - 2 CLEANING Page 2 of 4 Lt1 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oa] 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 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] 312 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 01 77 19 - 1 CLOSEOUT REQUIREMENTS Page I of 3 SECTION 017719 CLOSEOUT REQUIREMENTS PART I - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None, C. Related Specification Sections include, but are not necessarily Iimited 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. Guarantees, Bonds and Affidavits i. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July I, 2011 City Project No. 02515 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [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 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section O 1 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days., of any particulars in which this inspection_ reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 Of 77 19-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation I . Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 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] 3.1.0 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page I of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: I. 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 0133 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 % inches x 1 I 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 017823-2 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 WORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 017823-3 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 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 017823-4 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] 19 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 017823-5 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 8/31/2012 D.Johnson CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SUMMARY OF CHANGE 1.5.A.I —title of section removed Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 SECTION Of 78 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page I of 4 A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Contractor As Built Survey and Redline 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. Section 1.1.A. La -Revised 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 SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records I. 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 Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 01 7839-2 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. 1.1.1 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 Contractor As Built and Redline 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 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 0t 7839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". 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 As Built Survey and Redline 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 As Built Survey and Redlined Drawings to the corresponding final documents, coordinating the changes as required. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 025I5 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. 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 IoR] 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 8/11 ZPG CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Section 1.1.A. La - Revised Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 SECTION 3110 00 SITE CLEARING PART1- GENERAL A. Section Includes: 31 10 00 - 1 SITE CLEARING Page 1 of 5 1. Preparation of right-of-way and other designated areas for construction operations by removing and disposing of all obstructions including clearing and grubbing and trees, when removal of such obstructions is not specifically shown on the Drawings to be paid by other Sections. The City of Fort Worth's Urban Forestry Ordinance governs all tree removals. B. Deviations from this City of Fort Worth Standard Specification 1. 1.2.A.I.a. - Measurement and Payment 2. 1.2.A.1.a.1. -The work performed and the materials furnished in accordance with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 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 02 41 13 — Selective Site Demolition 4. Section 02 41 14 — Utility Removal/Abandonment 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Site Clearing a. Measurement and Payment 1) The work performed and the materials furnished in accordance with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 2. Tree Removal (typically included in "Site Clearing", but should be used if "Site Clearing" is not a bid item) a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tree Removal" for: a) Various caliper ranges c. The price bid shall include: 1) Pruning of designated trees and shrubs 2) Removal and disposal of structures and obstructions 3) Grading and backfilling of holes 4) Excavation 5) Fertilization CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 31 10 00 - 2 SITE CLEARING Page 2 of 5 6) Clean-up Tree Removal and Transplantation a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tree Transplant" for: a) Various caliper ranges c. The price bid shall include: 1) Pruning of designated trees and shrubs 2) Removal and disposal of structures and obstructions 3) Moving tree with truck mounted tree spade 4) Grading and backfilling of holes S) Replanting tree at temporary location (determined by Contractor) 6) Maintaining tree until Work is completed 7) Replanting tree into original or designated location 8) Excavation 9) Fertilization 10) Clean-up 1.3 REFERENCES [NOT USED] 1.4 ADMINSTRATIVE REQUIREMENTS A. Permits 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as required by the City's Tree Ordinance. (www.FortWorthTexas.gov) B. Preinstallation Meetings 1. Hold a preliminary site clearing meeting and include the Contractor, City Arborist, City Inspector, and the Project Manager for the purpose of reviewing the Contractor's tree removal plan. Clearly mark all trees to remain on the project site prior to the meeting. 2. The Contractor will provide the City with a Disposal Letter in accordance to Division 01. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.1 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 CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 311000-3 SITE CLEARING Page 3 of 5 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. All trees identified to be protected and/or preserved should be clearly flagged with survey tape. B. Following taping and prior to any removals or site clearing, the Contractor shall meet with the City, the Engineer and the Landowner, if necessary, to confirm trees to be saved. 3.4 INSTALLATION A. Protection of Trees l . Protect designated trees and prune trees and shrubs as shown on the Drawings. Refer to the Drawings for tree protection details. 2. If the Drawings do not provide tree protection details, protected trees shall be fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with the corners located on the canopy drip line, unless instructed otherwise. 3. When site conditions do not allow for the T-posts to be installed at the drip line, the T-posts may be installed no less than 8 feet from the tree'trunk. 4-foot high 12 '/z gauge stock fencing or orange plastic snow fence shall be attached to the T-posts to form the enclosure. 4. Do not park equipment, service equipment, store materials, or disturb the root area under the branches of trees designated for preservation. 5. When shown on the Drawings, treat cuts on trees with an approved tree wound dressing within 20 minutes of making a pruning cut or otherwise causing damage to the tree. 6. Trees and brush shall be mulched on -site. a. Burning as a method of disposal is not allowed. B. Hazardous Materials 1. The Contractor will notify the Engineer immediately if any hazardous or questionable materials not shown on the Drawings are encountered. This includes; but not limited to: a. Floor tiles b. Roof tiles c. Shingles d. Siding e. Utility piping 2. The testing, removal, and disposal of hazardous materials will be in accordance with Division 1. C. Site Clearing CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 31 I000-4 SITE CLEARING Page 4 of 5 1. Clear areas shown on the Drawings of all obstructions, except those landscape features that are to be preserved. Such obstructions include, but are not limited to: a. Remains of buildings and other structures b. Foundations c. Floor slabs d. Concrete e. Brick f. Lumber g. Plaster h. Septic tank drain fields i. Abandoned utility pipes or conduits j. Equipment k. Trees 1. Fences in. Retaining walls n. Other items as specified on the Drawings 2. Remove vegetation and other landscape features not designated for preservation, whether above or below ground, including, but not limited to: a. Curb and gutter b. Driveways c. Paved parking areas d. Miscellaneous stone c. Sidewalks f Drainage structures g. Manholes h. inlets i. Abandoned railroad tracks j. Scrap iron k. Other debris 3. Remove culverts, storm sewers, manholes, and inlets in proper sequence to maintain traffic and drainage in accordance with Section 02 41 14. 4. In areas receiving embankment, remove obstructions not designated for preservation to 2 feet below natural ground. 5. In areas to be excavated, remove obstructions to 2 feet below the excavation level. 6. In all other areas, remove obstructions to 1 foot below natural ground. 7. When allowed by the Drawings or directed by the Engineer, cut trees and stumps off to ground level. a. Removal of existing structures shall be as per Section 02 41 13. D. Disposal 1. Dispose of all trees within 24 hours of removal. 2. All materials and debris removed becomes the property of the Contractor, unless otherwise stated on the Drawings. 3. The Contractor will dispose of material and debris off -site in accordance with local, state, and federal laws and regulations. 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 31 1000-5 SITE CLEARING Page 5 of 5 3.9 FIELD 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] DATE NAME 12/20/2012 D.Johnson END OF SECTION Revision Log SUMMARY OF CHANGE 1.4.A Permits: Removed ordinance number and added City's website address CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 SECTION 33 0130 SEWER AND MANHOLE TESTING PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 330130-1 SEWER AND MANHOLE TESTING Page 1 of 8 1. Testing for sanitary sewer pipe and manholes prior to placing in service a. Low Pressure Air Test and Deflection (Mandrel) Test 1) Excludes pipe with flow 2) Hydrostatic Testing is not allowed. b. Vacuum Testing for sanitary sewer manholes c. Ex Filtration Testirkg for ccn relesewer vaults 2. Before any newly constructed sanitary sewer pipe and manholes are placed into service it shall be cleaned and tested. 3. Pipe testing will include Iow pressure air test for 60-inch pipe and smaller. 4. Pipe testing will include low pressure air test of joints for 27-inch or larger pipe. 5. Pipe testing will include deflection (mandrel) test for pipe. 6. Hydrostatic testing is not allowed. 7. Manhole testing will include vacuum test. 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 03 SO 00 — Modifications to Existing Concrete Structures 4. Section 33 04 50 — Cleaning of Sewer Mains 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Pipe Testing a. Measurement 1) This Item is considered subsidiary to the sanitary sewer main (pipe) completed in place. b. Payment 1) The work performed and the materials furnishing in accordance with this Item are subsidiary to the unit price bid per linear foot of sanitary sewer main (pipe) complete in place, and no other compensation will be allowed. 2. Manhole Testing a. Measurement 1) Measurement for testing manholes shall be per each vacuum test. b. Payment CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 330130-2 SEWER AND MANHOLE TESTING Page 2 of 8 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each vacuum test completed. c. The price bid shall include: 1) Mobilization 2) Plugs 3) Clean-up 3, Concrete Sewer Vatilt Tcsting a. Measurement 1) Measurement for testing concrete sewer vaults shall be per each test (vacuum or exfiltration methods). b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each test completed (vacuum or exfiltration methods). The price bid for Concrete Sewer Vault Testing will be full compensation regardless of which method is used. c. The price bid shall include: 1) Mobilization 2) Plugs 3) Clean-up 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. . B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALWINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS A. Test and Evaluation Reports 1. All test reports generated during testing (pass and fail) 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Certifications 1. Mandrel Equipment a. If requested by City, provide Quality Assurance certification that the equipment used has been designed and manufactured in accordance to the required specifications. 2. Joint Testing a. Testing Service - Engage a qualified independent testing agency to perform joint evaluation tests b. Equipment - If requested by City, provide Quality Assurance certification that the equipment used has been designed and manufactured in accordance to the required specifications. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 330130-3 SEWER AND MANHOLE TESTING Page 3 of 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITEI 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 A. Low Pressure Air Test (Pipe 60 inch and smaller) 1. Clean the sewer main before testing, as outlined in Section 33 04 50. 2. Plug ends of all branches, laterals, tees, wyes, and stubs to be included in test. B. Low Pressure Joint Air Test (Pipe 27 inch or larger) 1. Clean the sewer main before testing, as outlined in Section 33 04 50. 2. Assemble individual joint tester over each joint from within the pipe. C. Deflection (mandrel) test (Pipe) 1. Perform as last work item before final inspection. 2. Clean the sewer main and inspect for offset and obstruction prior to testing. 3. Materials a. Mandrel used for deflection test 1) Use of an uncertified mandrel or a mandrel altered or modified after certification will invalidate the deflection test. 2) Mandrel requirements a) Odd number of legs with 9 legs minimum b) Effective length not less than its nominal diameter c) Fabricated of rigid and nonadjustable steel d) Fitted with pulling rings and each end c) Stamped or engraved on some segment other than a runner indicating the following: (1) Pipe material specification (2) Nominal size (3) Mandrel outside diameter (OD) f j Mandrel diameter must be 95 percent of inside diameter (ID) of pipe. g) Mandrel equipment shall be suitable for the pipe material to prevent damage to the pipe. Consult manufacturer for appropriate mandrel equipment. D. Vacuum test (Manhole) 1. Plug lifting holes and exterior joints. 2. Plug pipes and stubouts entering the manhole. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 33 01 30 - 4 SEWER AND MANHOLE TESTING Page 4 of 8 3. Secure stubouts, manhole boots, and pipe plugs to prevent movement while vacuum is drawn. 4. Plug pipes with drop connections beyond drop. 5. Place test head inside the frame at the top of the manhole. 3.4 INSTALLATION A. Low pressure air test (Pipe 60" Inch and Smaller) 1. Install plug with inlet tap. 2. Connect air hose to inlet tap and a portable air control source. 3. After the stabilization period (3.5 psig minimum pressure) start the stop watch. 4. Determine time in seconds that is required for the internal air pressure to reach 2.5 psig. Minimum permissible pressure holding time per diameter per length of pipe is computed from the following equation: T - (0.0850*D*K) Q Where: T = shortest time, seconds, allowed for air pressure to drop to 1.0 psig K = 0.000419*D*L, but not less than 1.0 D = nominal pipe diameter, inches L = length of pipe being tested (by pipe size), feet Q - 0.0015, cubic feet per minute per square foot of internal surface 5. UNI-B-6, Table 1 provides required time for given lengths of pipe for sizes 4-inch through 60-inch based on the equation above. UNI-13-6, Table I Minimum specified time required for a 1.0 psig pressure drop for size and length of pipe indicated for q = 0.0015 1 2 3 4 fte I.ong€h for Tune for Tim MAwr (min: M"-ram Lwger (im) sec} Time V* t-191 (sec) SmdFO I4N1 Time for Lenelh U Shown "rnmsecl 100R 15011 MR 250Ti 30M 350f, 40M 450ft 4 3.46 597 .380L 3'46 3:46 3.443, 3A 6 6 5:40 398 .954 L 5:40 5.40 5.40 5:40 8 7,34 298 1.520 L 7,34 7,34 734 734 10 926 239 2.374 L 926 926 926 9:53 12 11.20 _ _ 199 3.418 L 13 20 1120 - 1124 14:15 is 14:10 159 5.342I. 14:10 14:€0 17.43 22:15 l8 1700 133 7,692 L 17.00 19:13 25:38:00 32:03:00 21 19:50 114 10,470L __... 19.50 264090 34:54'00 4337.00 24 n40 99 13.674 L 22,47 34.11:00 4534.00 56:58�00 27 -'30 25:30:00 88 17.30, L 28311€* QJ600 57.41.00 72:07{j0 2820:OD AO 21.365T, 3537:O0 5325M 71:13.00 89:02:00 33 31:10:OD 72 23.852L 43.05.00 6438:00 MINN 107.43.00 36 34000 66 30.768L 51:17." 765500 10234M 1291200 42 39.48:00 57 41.883L 69:4a:00 104:4100 139:37:00 174:30:00 _ 48 4534:00 50 A 705 L 9UQ00 136:45:OD 11221,00 227.55.00 54 Sl:O2:OD 44 69.2361. _ €€5,'2490 173+'M.09 230.47M 288-290 60 56:40:00 40 95.476 I, 14228.00 2114100 28455^00 356.091A CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 3A6 3:46 3.46 3.46 5-40 5:40 5,42 6:24 . .. 736 _ 8:52 10.08 104 11:52 13:51 1549 17.48 17105 1956 22.47 2538.00 264100 31:09..,D0 .15:36:00 _ 40.04:00 33727:00 44:52:00 5116;00 57:41:00 52.21-.00 61:OM 694ROO 73,31700 63:22:00 ... 79:46:00 91:16:00 1U233-100 663100 IDO-5700 115,22,00 129AS.,00 _ 106:50,00 124380? 14226:00 160:0 00 I29:16:00 150:43:00 1722HY) 191:5300 153:50,,DO .. tT7.79_tHI 2O5:07.w 230A600 20924:00 244:19:00 279:131.00 31407:00 273.131..00 319.06.00 364:42:00 410:17.00 346:11:110 4031.53:166 461:34:00 519:16:00 42723'00 498ITM j69-.S" ] 64104.00 Capper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 330130-5 SEWER AND MANHOLE TESTING Page 5 of 8 6. Stop test if no pressure loss has occurred during the first 25 percent of the calculated testing time. B. Low pressure joint air test (27 Inch or larger pipe) 1. All pipe joints, for all pipe materials, shall be tested in accordance with ASTM C 1103 as follows: 2. Equipment shall be the product of manufacturers having more than five years of regular production of successful joint testers. Joint tester shall be as manufactured by Cherne Industrial, Inc., of Edina, Minnesota, or approved equal. 3. Follow equipment manufacturer's recommendations when performing tests; only experienced technicians shall perform tests. 4. The testing equipment shall be assembled and positioned over the center of the pipe joint and the end element tubes inflated to a maximum of 25 psi. 5. Pressurize the center joint test area to 4.0 psig and allow the temperature and pressure to stabilize at the minimum of 2.5 psig for a period of 2.0 minutes prior to testing. 6. To test, adjust the pressure to 3.5 psig and measure the time required to decrease the pressure from 3.5 psig to 2.5 psig. 7. The joint is acceptable if the time for the pressure to drop from 3.5 psig to 2.5 psig is greater than 10 seconds. C. Deflection (mandrel) test (Pipe) 1. For pipe 36 inches and smaller, the mandrel is pulled through the pipe by hand to ensure that maximum allowable deflection is not exceeded. 2. Maximum percent deflection by pipe size is as follows: Nominal Pipe Size Inches Percent Deflection Allowed 12 and smaller 5.0 15 through 30 4.0 Greater than 30 3.0 D. Vacuum test (Manhole) 1. Test manhole prior to coating with epoxy or other material. 2. Draw a vacuum of 10 inches of mercury and turn off the pump. 3. With the valve closed, read the level vacuum level after the required test time. 4. Minimum time required for vacuum drop of 1 inch of mercury is as follows: CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 33 01 30 - 6 SEWER AND MANHOLE TESTING Page 6 of 8 Depth of 4-foot Dia 5-foot Dia 6-foot Dia Manhole, feet Seconds Seconds Seconds 8 20 26 33 10 25 33 41 12 30 39 49 14 35 45 57 16 40 52 67 18 40 59 73 * * T=5 T=6.5 T-8 * * For manholes over 18 feet deep, add "T" seconds as shown for each respective diameter for each 2 feet of additional depth of manhole to the time shown for 18 foot depth. (Example: A 30 foot deep, 4-foot diameter. Total test time would be 70 seconds. 40+6(5)=70 seconds) 5. Manhole vacuum levels observed to drop greater than 1 inch of mercury will have failed the test. E. Extillrat.ion Method (Hydrostatic Test) This test method is intended to be used for concrete sewer vaults only. All manholes shall be tested using the vacuum test method. At the discretion of the Owner or designated representative, the Contractor may substitute the Exfiltration Method of testing for the Vacuum test described in Section 33 0130. This method may only be used when ground water is not present. If ground water is present a Vacuum Test shall be used unless otherwise directed by the Owner or designated representative. All backf►lling and compaction shall be completed prior to the commencement of testing. The procedures for the test shall include the following: 1. Manhole section interiors shall be carefully inspected; units found to have through - wall lift holes, or any penetration of the interior surface by inserts provided to facilitate handling, will not be accepted. Coating shall be applied after the testing unless coating is applied before field assembly, or at the factory. All lift holes and exterior joints shall be plugged with an acceptable non -shrink grout. No grout shall be placed in horizontal joints. Tests shall be performed before grouting the invert or around pipe penetrations and before coating the interior surfaces of the manhole or junction box. 2. After cleaning the interior surface of the manhole, the Contractor shall place and inflate pneumatic plugs in all of the connecting pipes to isolate the manhole; sealing pressure within the plugs shall be as recommended by the plug manufacturer. 3. Concrete manholes shall be filled with water or otherwise thoroughly wetted for a period of 24 hours prior to testing. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 330130-7 SEWER AND MANHOLE TESTING Page 7 of 8 4. At the start of the test, the manhole shall be filled to the top with water. The test time shall be 1 hour. The Construction Inspector must be present for observation during the entire time of the test. Permissible loss of water in the 1-hour test time is 0.025 gallons per diameter foot, per foot of manhole depth. For a 4-foot diameter manhole, this quantity converts to a maximum permissible drop in the water level (from the top of the manhole cone) of 0.1 inches per foot of manhole depth or 1.0 inches for a i 0-foot deep manhole. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Non -Conforming Work 1. Low pressure air test (Pipe 60 Inch and smaller) a. Should the air test fail, find and repair leak(s) and retest. 2. Low pressure joint air test (Pipe 27 inch or larger) a. 100 percent of all joints shall be field tested, prior to the placement of backfill over the spring line of the pipe, after the pipe has been substantially locked in to place by embedment. If the pipe does not pass the field air test, the joint will be pulled and refitted or rejected and removed from the project. After full placement of backfill and proper compaction, 100% of all joints will be tested again, as the installation progresses. At no time shall pipe installation exceed 300 feet beyond the last joint tested. b. No more than 2 percent of the total number of joints failing to meet the requirements of this test shall be field repaired by joint grout injection, or band. clamps, or other method. Any joints over 2% requiring field repairs shall be rejected and removed from the project site. Rejected pipe shall be removed from the project. Installation shall be stopped until defective joints are repaired or replaced. 3. Should Deflection (mandrel) test (Pipe) a. Should the mandrel fail to pass, the pipe is considered overdeflected. b. Uncover overdeflected pipe. Reinstall if not damaged. c. If damaged, remove and replace. 4. Vacuum test (Manhole) & Vaeu= lest or ExfiI[ration test for Vaults a. Should the vacuum test fail, repair suspect area and retest. 1) External repairs required for leaks at pipe connection to manhole. a) Shall be in accordance with Section 03 80 00. 2) Leaks within the manhole structure may be repaired internallyor externally. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 33 01 30 - 8 SEWER AND MANHOLE TESTING Page 8 of 8 3.8 SYSTEM STARTUP [NOT USED] 39 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 8/10/2018 W. Norwood 3.4.D Require testing prior to coating manholes 3.3, A&B, Add individual joint testing option for 27 inch and larger with independent testing. 9/7/2018 W. Norwood 3.4.A Include UNI-B-6, Table l for low pressure air test 4.4.13 include individual joint testing requirements 1/9/19 T. Hilton Exfiltration Testing added as an option for testing concrete sewer vaults CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 330510-1 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 1 of 20 SECTION 33 05 10 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL PART 1- GENERAL i9M3Ilu 101 V:\Ift'1 A. Section Includes: 1. Excavation, Embedment and Backfill for: a. Pressure Applications 1) Water Distribution or Transmission Main 2) Wastewater Force Main 3) Reclaimed Water Main b. Gravity Applications 1) Wastewater Gravity Mains 2) Storm Sewer Pipe and Culverts 3) Storm Sewer Precast Box and Culverts 2. Including: a. Excavation of all material encountered, including rock and unsuitable materials b. Disposal of excess unsuitable material c. Site specific trench safety d. Pumping and dewatering e. Embedment f. Concrete encasement for utility lines g. Backfill h. Compaction B. Deviations from this City of Fort Worth Standard Specification 1, 1.2.A.4.a.1 - This item is considered subsidiary to the installation of the utility pipe line. 2. 1.2.A.4.b.1 - The work performed and the materials furnished in accordance with this item are considered subsidiary to the installation of the utility pipe, no other compensation will be allowed, including: 3. 3.4.C.2.e Control of ground water shall be considered subsidiary to the excavation. 4. 3.4.C.2.f Ground Water Control Plan installation, operation and maintenance 5. 3.4.C.2.g Water Disposal 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 02 41 13 — Selective Site Demolition 4. Section 02 41 15 Paving Removal 5. Section 02 41 14 — Utility Removal/Abandonment 6. Section 03 30 00 — Cast -in -place Concrete 7. Section 03 34 13 — Controlled Low Strength Material (CLSM) CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relieflnterceptor Revised December 12, 2016 City Project No. 02515 330510-2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 2 of 20 S. Section 31 10 00 — Site Clearing 9. Section 3125 00 —Erosion and Sediment Control 10. Section 33 05 26 — Utility Markers/Locators 11. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Trench Excavation, Embedment and Backfill associated with the installation of an underground utility or excavation a. Measurement 1) This Item is considered subsidiary to the installation of the utility pipe line as designated in the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item are considered subsidiary to the installation of the utility pipe for the type of embedment and backfill as indicated on the plans. No other compensation will be allowed. 2. Imported Embedment or Backfill a. Measurement 1) Measured by the cubic yard as delivered to the site and recorded by truck ticket provided to the City b. Payment 1) Imported fill shall only be paid when using materials for embedment and backfill other than those identified in the Drawings. The work performed and materials furnished in accordance with pre -bid item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Imported Embedment/Backfill" delivered to the Site for: a) Various embedment/backfill materials c. The price bid shall include: 1) Furnishing backfill or embedment as specified by this Specification 2) Hauling to the site 3) Placement and compaction of backfill or embedment 3. Concrete Encasement for Utility Lines a. Measurement 1) Measured by the cubic yard per plan quantity. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Concrete Encasement for Utility Lines" per plan quantity. c. The price bid shall include: 1) Furnishing, hauling, placing and finishing concrete in accordance with Section 03 30 00 2) Clean-up 4. Ground Water Control a. Measurement 1) This item is considered subsidiary to the installation of the utility pipe line. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 330510-3 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 3 of 20 b. Payment 1) The work performed and the materials furnished in accordance with this item are considered subsidiary to the installation of the utility pipe, no other compensation will be allowed, including: a) Submittals b) Additional Testing c) Ground water control system installation d) Ground water control system operations and maintenance e) Disposal of water i) Removal of ground water control system 5. Trench Safety a. Measurement 1) Measured per linear foot of excavation for all trenches that require trench safety in accordance with OSHA excavation safety standards (29 CFR Part 1926 Subpart P Safety and Health regulations for Construction) b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of excavation to comply with OSHA excavation safety standards (29 CFR Part 1926.650 Subpart P), including, but not limited to. all submittals, labor and equipment. 1.3 REFERENCES A. Definitions 1. General — Definitions used in this section are in accordance with Terminologies ASTM F412 and ASTM DS and Terminology ASTM D653, unless otherwise noted. 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, haunching bedding, springline, pipe zone and foundation are defined as shown in the following schematic: CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 330510-4 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 4 of 20 .li 2-1 aryl �A % } t I�AIPA-.HANG � ,,, , XCAVA rP, IIIkhCH ,. H 3. Deleterious materials — Harmful materials such as clay lumps, silts and organic material 4. Excavated Trench Depth — Distance from the surface to the bottom of the bedding or the trench foundation 5. Final Backfill Depth a. Unpaved Areas — The depth of the final backfill measured from the top of the initial backfill to the surface b. Paved Areas — The depth of the final backfill measured from the top of the initial backfill to bottom of permanent or temporary pavement repair B. 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. ASTM Standards: a. ASTM C33-08 Standard Specifications for Concrete Aggregates b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate c. ASTM C 136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and Bridge Construction. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 20I6 City Project No. 02515 330510-5 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 5 of 20 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large - Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine f. ASTM D588 — Standard Test method for Moisture -Density Relations of Soil - Cement Mixture g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in Place by Sand Cone Method. i. ASTM 2487 — 10 Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System) j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity -Flow Applications k. ASTM D2922 — Standard Test Methods for Density of Soils and Soil Aggregate in Place by Nuclear Methods (Shallow Depth) 1. ASTM 3017 - Standard Test Method for Water Content of Soil and Rock in place by Nuclear Methods (Shallow Depth) in. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit Weight of Soils and Calculations of Relative Density 3. OSHA a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - Excavations 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Utility Company Notification a. Notify area utility companies at least 48 hours in advance, excluding weekends and holidays, before starting excavation. b. Request the location of buried lines and cables in the vicinity of the proposed work. B. Sequencing 1. Sequence work for each section of the pipe installed to complete the embedment and backfill placement on the day the pipe foundation is complete. 2. Sequence work such that proctors are complete in accordance with ASTM D698 prior to commencement of construction activities. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to construction. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Shop Drawings 1. Provide detailed drawings and explanation for ground water and surface water control, if required. 2. Trench Safety Plan in accordance with Occupational Safety and Health Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - Excavations 3. Stockpiled excavation and/or backfill material CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 330510-6 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKPILL Page 6 of 20 a. Provide a description of the storage of the excavated material only if the Contract Documents do not allow storage of materials in the right-of-way of the easement. 1.9 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] t.10 DELIVERY, STORAGE, AND HANDLING A. Storage 1. Within Existing Rights -of -Way (ROW) a. Spoil, imported embedment and backfill materials may be stored within existing ROW, easements or temporary construction easements, unless specifically disallowed in the Contract Documents. b. Do not block drainage ways, inlets or driveways. c. Provide erosion control in accordance with Section 3125 00. d. Store materials only in areas barricaded as provided in the traffic control plans. e. In non -paved areas, do not store material on the root zone of any trees or in landscaped areas. 2. Designated Storage Areas a. If the Contract Documents do not allow the storage of spoils, embedment or backfill materials within the ROW, easement or temporary construction easement, then secure and maintain an adequate storage location. b. Provide an affidavit that rights have been secured to store the materials on private property. c. Provide erosion control in accordance with Section 3125 00. d. Do not block drainage ways. e. Only materials used for 1 working day wild be allowed to be stored in the work zone. t B. Deliveries and haul -off - Coordinate all deliveries and haul -off. L11 FIELD [SITE] CONDITIONS A. Existing Conditions 1. Any data which has been or may be provided on subsurface conditions is not intended as a representation or warranty of accuracy or continuity between soils. It is expressly understood that neither the City nor the Engineer will be responsible for interpretations or conclusions drawn there from by the Contractor. 2. Data is made available for the convenience of the Contractor. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 330510-7 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 7 of 20 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS 2.2 MATERIALS A. Materials Utility Sand a. Granular and free flowing b. Generally meets or exceeds the limits on deleterious substances per Table 1 for fine aggregate according to ASTM C 33 c. Reasonably free of organic material d. Gradation: sand material consisting of durable particles, free of thin or elongated pieces, lumps of clay, loam or vegetable matter and meets the following gradation may be used for utility sand embedmentlbackfill, and graded with following limits when tested in accordance with ASTM C 136. Sieve Size /» 1/4" #4 .416 #50 #100 #200 Percent Retained 0 0-5 0-10 0-20 20-70 60-90 90-100 2. Crushed Rock a. Durable crushed rock or recycled concrete b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 c. May be unwashed d. Free from significant silt clay or unsuitable materials e. Percentage of wear not more than 40 percent per ASTM C 131 or C535 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of sodium sulfate soundness per ASTM C88 3. Fine Crushed Rock a. Durable crushed rock b. Meets the gradation of ASTM D448 size numbers 8 or 89 c_ May be unwashed d. Free from significant silt clay or unsuitable materials. e. Have a percentage of wear not more than 40 percent per ASTM C131 or C535 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of sodium sulfate soundness per ASTM C88 4. Ballast Stone a. Stone ranging from 3 inches to 6 inches in greatest dimension. b. May be unwashed c. Free from significant silt clay or unsuitable materials d. Percentage of wear not more than 40 percent per ASTM C 131 or C535 CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 330510-8 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKF'ILL Page 8 of 20 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of sodium sulfate soundness per ASTM C88 5. Acceptable Backfill Material a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with ASTM D2487 b. Free from deleterious materials, boulders over 6 inches in size and organics c. Can be placed free from voids d. Must have 20 percent passing the number 200 sieve 6. Blended Backfill Material a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 b. Blended with in -situ or imported acceptable backfill material to meet the requirements of an Acceptable Backfill Material c. Free from deleterious materials, boulders over 6 inches in size and organics d. Must have 20 percent passing the number 200 sieve 7. Unacceptable Backfill Material a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM D2487 8. Select Fill a. Classified as SC or CL in accordance with ASTM D2487 b. Liquid limit less than 35 c. Plasticity index between 8 and 20 9. Cement Stabilized Sand (CSS) a. Sand 1) Shall be clean, durable sand meeting grading requirements for fine aggregates of ASTM C33 and the following requirements: a) Classified as SW, SP, or SM by -the United Soil Classification System of ASTM D2487 b) Deleterious materials (1) Clay lumps, ASTM C142, less than 0.5 percent (2) Lightweight pieces, ASTM C123, less than 5.0 percent (3) Organic impurities, ASTM C40, color no darker than standard color (4) Plasticity index of 4 or Iess when tested in accordance with ASTM D4318. b. Minimum of 4 percent cement content of Type 1/11 portland cement c. Water 1) Potable water, free of soils, acids, alkalis, organic matter or other deleterious substances, meeting requirements of ASTM C94 d. Mix in a stationary pug mill, weigh -batch or continuous mixing plant. e. Strength 1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM D1633, Method A 2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM D1633, Method A 3) The maximum compressive strength in 7 days shall be 400 psi. Backfill that exceeds the maximum compressive strength shall be removed by the Contractor for no additional compensation, CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 330510-9 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 9 of 20 f. Random samples of delivered product will be taken in the field at point of delivery for each day of placement in the work area. Specimens will be prepared in accordance with ASTM D1632. 10. Controlled Low Strength Material (CLSM) a. Conform to Section 03 34 I3 11. Trench Geotextiie Fabric a. Soils other than ML or OH in accordance with ASTM D2487 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 2) Fibers shall retain their relative position 3) Inert to biological degradation 4) Resist naturally occurring chemicals 5) UV Resistant 6) Mirafi 140N by Tencate, or approved equal b. Soils Classified as ML or OH in accordance with ASTM D2487 1) High -tenacity monofilament polypropylene woven yarn 2) Percent open area of 8 percent to10 percent 3) Fibers shall retain their relative position 4) Inert to biological degradation 5) Resist naturally occurring chemicals 6) UV Resistant 7) Miraf FW402 by Tencate, or approved equal 12. Concrete Encasement a. Conform to Section 03 30 00. 2.3 ACCESSORIES [NOT USED] w 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Verification of Conditions 1. Review all known, identified or marked utilities, whether public or private, prior to excavation. 2. Locate and protect all known, identified and marked utilities or underground facilities as excavation progresses. 3. Notify all utility owners within the project limits 48 hours prior to beginning excavation. 4. The information and data shown in the Drawings with respect to utilities is approximate and based on record information or on physical appurtenances observed within the project limits. 5. Coordinate with the Owner(s) of underground facilities. 6. Immediately notify any utility owner of damages to underground facilities resulting from construction activities. 7. Repair any damages resulting from the construction activities. CITY OF FORT WORTH Upper Sig Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin ftlief Interceptor Revised December 12, 2016 City Project No. 02515 33 05 10 - 10 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 10 of 20 B. Notify the City immediately of any changed condition that impacts excavation and installation of the proposed utility. 3.3 PREPARATION A. Protection of In -Place Conditions 1. Pavement a. Conduct activities in such a way that does not damage existing pavement that is designated to remain. 1) Where desired to move equipment not licensed for operation on public roads or across pavement, provide means to protect the pavement from all damage. b. Repair or replace any pavement damaged due to the negligence of the contractor outside the limits designated for pavement removal at no additional cost to the City. 2. Drainage a. Maintain positive drainage during construction and re-establish drainage for all swales and culverts affected by construction. 3. Trees a. When operating outside of existing ROW, stake permanent and temporary construction easements. b. Restrict all construction activities to the designated casements and ROW. c. Flag and protect all trees designated to remain in accordance with Section 31 10 00. d. Conduct excavation, embedment and backfiil in a manner such that there is no damage to the tree canopy. e. Prune or trim tree limbs as specifically allowed by the Drawings or as specifically allowed by the City. 1) Pruning or trimming may only be accomplished with equipments specifically designed for tree pruning or trimming. f. Remove trees specifically designated to be removed in the Drawings in accordance with Section 31 10 00. 4. Above ground Structures a. Protect all above ground structures adjacent to the construction. b. Remove above ground structures designated for removal in the Drawings in accordance with Section 02 41 13 5. Traffic a. Maintain existing traffic, except as modified by the traffic control plan, and in accordance with Section 34 71 13. b. Do not block access to driveways or alleys for extended periods of time unless: 1) Alternative access has been provided 2) Proper notification has been provided to the property owner or resident 3) It is specifically allowed in the traffic control plan c. Use traffic rated plates to maintain access until access is restored. 6. Traffic Signal — Poles, Mast Arms, Pull boxes, Detector loops a. Notify the City's Traffic, Services Division a minimum of 48 hours prior to any excavation that could impact the operations of an existing traffic signal. b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit and detector loops. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 330510-11 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 1 I of 20 c. Immediately notify the City's Traffic Services Division if any damage occurs to any component of the traffic signal due to the contractors activities. d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit and detector loops as a result of the construction activities. 7. Fences a. Protect all fences designated to remain. b. Leave fence in the equal or better condition as prior to construction. 3.4 INSTALLATION A. Excavation 1. Excavate to a depth indicated on the Drawings. 2. Trench excavations are defined as unclassified. No additional payment shall be granted for rock or other in -situ materials encountered in the trench. 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings and bracing in accordance with the Excavation Safety Plan. 4. The bottom of the excavation shall be firm and free from standing water. a. Notify the City immediately if the water and/or the in -situ soils do not provide for a firm trench bottom. b. The City will determine if any changes are required in the pipe foundation or bedding. 5. Unless otherwise permitted by the Drawings or by the City, the limits of the excavation shall not advance beyond the pipe placement so that the trench may be backfilled in the same day. G. Over Excavation a. Fill over excavated areas with the specified bedding material as specified for the specific pipe to be installed. b. No additional payment will be made for over excavation or additional bedding material. 7. Unacceptable Backfill Materials a. In -situ soils classified as unacceptable backfill material shall be separated from acceptable backfill materials. b. If the unacceptable backfill material is to be blended in accordance with this Specification, then store material in a suitable location until the material is blended. c. Remove all unacceptable material from the project site that is not intended to be blended or modified. 8. Rock —No additional compensation will be paid for rock excavation or other changed field conditions. B. Shoring, Sheeting and Bracing 1. Engage a Licensed Professional Engineer in the State of Texas to design a site specific excavation safety system in accordance with Federal and State requirements. 2. Excavation protection systems shall be designed according to the space limitations as indicated in the Drawings. 3. Furnish, put in place and maintain a trench safety system in accordance with the Excavation Safety Plan and required by Federal, State or local safety requirements. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 201b City Project No. 02515 330510-12 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 12 of 20 4. If soil or water conditions are encountered that are not addressed by the current Excavation Safety Plan, engage a Licensed Professional Engineer in the State of Texas to modify the Excavation Safety Plan and provide a revised submittal to the City. 5. Do not allow soil, or water containing soil, to migrate through the Excavation Safety System in sufficient quantities to adversely affect the suitability of the Excavation Protection System. Movable bracing, shoring plates or trench boxes used to support the sides of the trench excavation shall not: a. Disturb the embedment located in the pipe zone or lower b. Alter the pipe's line and grade after the Excavation Protection System is removed c. Compromise the compaction of the embedment located below the spring line of the pipe and in the haunching C. Water Control 1. Surface Water a. Furnish all materials and equipment and perform all incidental work required to direct surface water away from the excavation. 2. Ground Water a. Furnish all materials and equipment to dewater ground water by a method which preserves the undisturbed state of the subgrade soils. b. Do not allow the pipe to be submerged within 24 hours after placement. c. Do not allow water to flow over concrete until it has sufficiently cured. d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water Control Plan if any of the following conditions are encountered: 1) A Ground Water Control Plan is specifically required by the Contract Documents 2) If in the sole judgment of the City, ground water is so severe that an Engineered Ground Water Control Plan is required to protect the trench or the installation of the pipe which may include: a) Ground water levels in the trench are unable to be maintained below the top of the bedding b) A firm trench bottom cannot be maintained due to ground water c) Ground water entering the excavation undermines the stability of the excavation. d) Ground water entering the excavation is transporting unacceptable quantities of soils through the Excavation Safety System. e. Control of ground water shall be considered subsidiary to the excavation. E Ground Water Control Plan installation, operation and maintenance 1) Furnish all materials and equipment necessary to implement, operate and maintain the Ground Water Control Plan. 2) Once the excavation is complete, remove all ground water control equipment not called to be incorporated into the work. g. Water Disposal 1) Dispose of ground water in accordance with City policy or Ordinance. 2) Do not discharge ground water onto or across private property without written permission. 3) Permission from the City is required prior to disposal into the Sanitary Sewer. 4) Disposal shall not violate any Federal, State or local regulations. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 330510-13 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 13 of 20 D. Embedment and Pipe Placement 1. Water Lines less than, or equal to, 12 inches in diameter: a. The entire embedment zone shall be of uniform material. b. Utility sand shall be generally used for embedment. c. If ground water is in sufficient quantity to cause sand to pump, then use crushed rock as embedment. 1) If crushed rock is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. d. Place evenly spread bedding material on a firm trench bottom. e. Provide firm, uniform bedding. f. Place pipe on the bedding in accordance with the alignment of the Drawings. g. In no case shall the top of the pipe be less than 42 inches from the surface of the proposed grade, unless specifically called for in the Drawings. h. Place embedment, including initial backfill, to a minimum of 6 inches, but not more than 12 inches, above the pipe. i. Where gate valves are present, the initial backfill shall extend to 6 inches above the elevation of the valve nut. j. Form all blocking against undisturbed trench wall to the dimensions in the Drawings. k. Compact embedment and initial backfill. 1. PIace marker tape on top of the initial trench backfill in accordance with Section 33 05 26. 2. Water Lines 16-inches through 24-inches in diameter: a. The entire embedment zone shall be of uniform material. b. Utility sand may be used for embedment when the excavated trench depth is less than 15 feet deep. c. Crushed rock or fine crushed rock shall be used for embedment fob' excavated trench depths 15 feet, or greater. d. Crushed rock shall be used for embedment for steel pipe. e. Provide trench geotextile fabric at any location where crushed rock or fine crushed rock come into contact with utility sand f. Place evenly spread bedding material on a firm trench bottom. g. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. h. Place pipe on the bedding according to the alignment shown on the Drawings. i. The pipe line shall be within: 1) f3 inches of the elevation on the Drawings for 16-inch and 24-inch water lines j. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. k. Place remaining embedment including initial backfill to a minimum of 6 inches, but not more than 12 inches, above the pipe. 1. Where gate valves are present, the initial backfill shall extend to up to the valve nut. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 33 05 10 - 14 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND 13ACKFILL Page 14 of 20 m. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. n. Density test may be performed by City to verify that the compaction of embedment meets requirements. o. Place trench geotextile fabric on top of the initial backfill. p. Place marker tape on top of the trench geotextile fabric in accordance with Section 33 05 26. 3. Water Lines 30-inches and greater in diameter a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment. c. Provide trench geotextile fabric at any location where crushed rock or fine crushed rock come into contact with utility sand. d. Place evenly spread bedding material on a firm trench bottom. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Place pipe on the bedding according to the alignment shown on the Drawings. g. The pipe line shall be within: 1) f 1 inch of the elevation on the Drawings for 30-inch and larger water lines h. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall not exceed the spring line prior to compaction. j. Place remaining embedment, including initial backfill, to a minimum of 6 inches, but not more than 12.inches, above the pipe. k. Where gate valves are present, the initial backfill shall extend to up to the valve nut. 1. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. in. Density test may be performed by City to verify that the compaction of embedment meets requirements. n. Place trench geotextile fabric on top of the initial backfill. o. Place marker tape on top of the trench geotextile fabric in accordance with Section 33 05 26. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the sanitary sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 33 05 l0 - 15 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 15 of20 f. Place pipe on the bedding according to the alignment shown in the Drawings. g. The pipe line shall be within t0.1 inches of the elevation, and be consistent with the grade shown on the Drawings. h. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not exceed the spring line prior to compaction. j. Place remaining embedment including initial backfill to a minimum of 6 inches, but not more than 12 inches, above the pipe. k. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. 1. Density test may be performed by City to verify that the compaction of embedment meets requirements. m. Place trench geotextile fabric on top of the initial backfill. n. Place marker tape on top of the trench geotextile fabric in accordance with Section 33 05 26. S. Storm Sewer (RCP) a. The bedding and the pipe zone up to the spring line shall be of uniform material. b. Crushed rock shall be used for embedment up to the spring line. c. The specified backfill material may be used above the spring line. d. Place evenly spread bedding material on a firm trench bottom. e. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. f. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit " price. g. Place pipe on the bedding according to the alignment of the Drawings. h. The pipe line shall be within �0.1 inches of the elevation, and be consistent with the grade, shown on the Drawings. i. Place embedment material up to the spring line. 1) PIace embedment to ensure that adequate support is obtained in the haunch. j. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. k. Density test may be performed by City to verify that the compaction of embedment meets requirements. 1. Place trench geotextile fabric on top of pipe and crushed rock. 6. Storm Sewer Reinforced Concrete Box a. Crushed rock shall be used for bedding. b. The pipe zone and the initial backfill shall be: 1) Crushed rock, or 2) Acceptable backfill material compacted to 95 percent Standard Proctor density c. Place evenly spread compacted bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. W CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 33 05 10 - 16 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16 of 20 e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Fill the annular space between multiple boxes with crushed rock, CLSM according to 03 34 13. g. Place pipe on the bedding according to the alignment of the Drawings. h. The pipe shall be within +0.1 inches of the elevation, and be consistent with the grade, shown on the Drawings. i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM D698. Water Services (Less than 2 Inches in Diameter) a. The entire embedment zone shall be of uniform material. b. Utility sand shall be generally used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Provide firm, uniform bedding. e. Place pipe on the bedding according to the alignment of the PIans. f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. Sanitary Sewer Services a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the sanitary sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Place pipe on the bedding according to the alignment of the Drawings. g. Place remaining embedment, including initial backfill, to a minimum of 6 inches, but not more than 12 inches, above the pipe. h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. i. Density test may be required to verify that the compaction meets the density requirements. E. Trench Backfill 1. At a minimum, place backfill in such a manner that the required in -place density and moisture content is obtained, and so that there will be no damage to the surface, pavement or structures due to any trench settlement or trench movement. a. Meeting the requirement herein does not relieve the responsibility to damages associated with the Work. 2. Backfill Material a. Final backfill depth less than 15 feet 1) Backfill with: a) Acceptable backfill material CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 33 05 10 - 17 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 17 of 20 b) Blended backfill material, or c) Select backfill material, CSS, or CLSM when specifically required b. Final backfill depth 15 feet or greater: (under pavement or future pavement) 1) Backfill depth from 0 tol5 feet deep a) Backfill with: (1) Acceptable backfill material (2) Blended backfill material, or (3) Select backfill material, CSS, or CLSM when specifically required 2) Backfill depth from 15 feet and greater a) Backfill with: (1) Select Fill (2) CSS, or (3) CLSM when specifically required c. Final backfill depth 15 feet or greater: not under pavement or future pavement) 1) Backfill with: a) Acceptable backfill material, or b) Blended backfill material d. Backfill for service lines: 1) Backfill for water or sewer service lines shall be the same as the requirement of the main that the service is connected to. 3. Required Compaction and Density a. Final backfill (depths less than 15 feet) 1) Compact acceptable backfill material, blended backfill material or select backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at moisture content within -2 to +5 percent of the optimum moisture. 2) CSS or CLSM requires no compaction. b. Final backfill (depths 15 feetand greater/under existing or future pavement) 1) Compact select backfill to a minimum of 98 percent Standard Proctor per ASTM D 698 at moisture content within -2 to +5 percent of the optimum moisture. 2) CSS or CLSM requires no compaction. c. Final backfill (depths 15 feet and greater/not under existing or future pavement) 1) Compact acceptable backfill material blended backfill material, or select backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at moisture content within -2 to +5 percent of the optimum moisture. 4. Saturated Soils a. If in -situ soils consistently demonstrate that they are greater than 5 percent over optimum moisture content, the soils are considered saturated. b. Flooding the trench or water jetting is strictly prohibited. c. If saturated soils are identified in the Drawings or Geotechnical Report in the Appendix, Contractor shall proceed with Work following all backfill procedures outlined in the Drawings for areas of soil saturation greater than 5 percent. d. If saturated soils are encountered during Work but not identified in Drawings or Geotechnical Report in the Appendix: 1) The Contractor shall: a) Immediately notify the City. b) Submit a Contract CIaim for Extra Work associated with direction from City. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 33 05 10 - 18 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 18 of 20 2) The City shall: a) Investigate soils and determine if Work can proceed in the identified location. b) Direct the Contractor of changed backfill procedures associated with the saturated soils that may include: (1) Imported backfill (2) A site specific backfill design 5. Placement of Backfill a. Use only compaction equipment specifically designed for compaction of a particular soil type and within the space and depth limitation experienced in the trench. b. Flooding the trench or water setting is strictly prohibited. c. Place in loose lifts not to exceed 12 inches. d. Compact to specified densities. e. Compact only on top of initial backfill, undisturbed trench or previously compacted backfill. f. Remove any loose materials due to the movement of any trench box or shoring or due to sloughing of the trench wall. g. Install appropriate tracking balls for water and sanitary sewer trenches in accordance with Section 33 05 26. 6. Backfill Means and Methods Demonstration a. Notify the City in writing with sufficient time for the City to obtain samples and perform standard proctor test in accordance with ASTM D698. b. The results of the standard proctor test must be received prior to beginning excavation.- c. Upon commencing of backfill placement for the project the Contractor shall demonstrate means and methods to obtain the required densities. d. Demonstrate Means and Methods for compaction including: 1) Depth of lifts for backfill which shall not exceed 12 inches 2) Method of moisture control for excessively dry or wet backfill 3) Placement and moving trench box, if used 4) Compaction techniques in an open trench 5) Compaction techniques around structure e. Provide a testing trench box to provide access to the recently backfilled material. f. The City will provide a qualified testing lab full time during this period to randomly test density and moisture continent. 1) The testing lab will provide results as available on the job site. 7. Varying Ground Conditions a. Notify the City of varying ground conditions and the need for additional proctors. b. Request additional proctors when soil conditions change. c. The City may acquire additional proctors at its discretion. d. Significant changes in soil conditions will require an additional Means and Methods demonstration. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 330510-19 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 19 of 20 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections 1. Proctors a. The City will perform Proctors in accordance with ASTM D698. b. Test results will generally be available to within 4 calendar days and distributed to: 1) Contractor 2) City Project Manager 3) City Inspector 4) Engineer c. Notify the City if the characteristic of the soil changes. d. City will perform new proctors for varying soils: 1) When indicated in the geotechnical investigation in the Appendix 2) If notified by the Contractor 3) At the convenience of the City e. Trenches where different soil types are present at different depths, the proctors shall be based on the :mixture of those soils. 2. Density Testing of Backfill a. Density Tests shall be in conformance with ASTM D2922. b. Provide a testing trench protection for trench depths in excess of 5 feet. c. Place, move and remove testing trench protection as necessary to facilitate all test conducted by the City. d. For final bacldll depths less than 15 feet and trenches of any depth not under existing or future pavement: 1) The City will perform density testing twice per working day when backfilling operations are being conducted. 2) The testing lab shall take a minimum of 3 density tests of the current lift in the available trench. e. For final backfill depths 15 feet and greater deep and under existing or future pavement: 1) The City will perform density testing twice per working day when backfilling operations are being conducted. 2) The testing lab shall take a minimum of 3 density tests of the current lift in the available trench. 3) The testing lab will remain onsite sufficient time to test 2 additional lifts. f. Make the excavation available for testing. g. The City will determine the location of the test. h. The City testing lab will provide results to Contractor and the City's Inspector upon completion of the testing. i. A formal report will be posted to the City's Buzzsaw site within 48 hours. j. Test reports shall include: 1) Location of test by station number 2) Time and date of test 3) Depth of testing 4) Field moisture CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 33 05 10 - 20 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 20 of 20 5) Dry density 6) Proctor identifier 7) Percent Proctor Density 3. Density of Embedment a. Storm sewer boxes that are embedded with acceptable backfill material, blended backfill material, cement modified backfill material or select material will follow the same testing procedure as backfill. b. The City may test fine crushed rock or crushed rock embedment in accordance with ASTM D2922 or ASTM 1556. B. Non -Conforming Work 1. All non -conforming work shall be removed and replaced. 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 1.2 — Added Item for Concrete Encasement for Utility Lines Various Sections —Revised Depths to Include 15' and greater 12/20/2012 D. Johnson 3.3.A — Additional notes for pavement protection and positive drainage. 3.4.E.2 -- Added requirements for backfill of service lines. 3.4.E.5 — Added language prohibiting flooding of trench 1.2.A.3 — Clarified measurement and payment for concrete encasement as per plan 6/18/2013 D. Johnson quantity 2.2.A — Added language for concrete encasement 12/12/16 Z. Arega 2.2.A.l.d Modify gradation for sand material CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 12, 2016 City Project No. 02515 SECTION 33 05 26 UTILITY MARKERS/LOCATORS PART1- GENERAL 1.1 SUMMARY 330526-1 UTILITY MARKERS/LOCATORS Page 1 of 5 A. Section Includes: 1. Buried and surface utility markers for utility construction B. Deviations from this City of Fort Worth Standard Specification 1. 1.2.A.I.a — Measurement for Buried Markers shall be lump sum. 2. 1.2.A.I.b — Measurement for Surface Markers shall be per each. 3. 1.2.A.2.a — The work performed and materials furnished in accordance with Buried Markers will be paid for at the lump sum price for "Utility Markers (Buried Markers)'. 4. 1.2.A.2.b — The work performed and materials furnished in accordance with Surface Markers will be paid for at the unit price bid per each "Utility Marker (Surface Marker)". 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. Measurement a. Measurement for Buried Markers shall he IumD sum. b. Measurement for Surface Markers shall be Der each. 2. Payment a. The work performed and materials furnished in accordance with Buried Markers will be paid for at the lump sum Drice for "Utility )Markers (Buried Markers)". b. The work performed and materials furnished in accordance with Surface Markers will be paid for at the unit Drice bid Der each "Utility_ Marker (Surface Marker)". 3. The price bid shall include: a. Furnishing and installing Utility Markers as specified by the Drawings b. Mobilization c. Pavement removal d. Excavation e. Hauling f. Disposal of excess material g. Furnishing, placement and compaction of backfill CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 330526-2 UTILITY MARKERS/LOCATORS Page 2 of 5 h. Clean-up 1.3 REFERENCES 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. American Public Works Association (AWPA): a. Uniform Color Code. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Buried Marker 2. Surface Marker 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 21 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. 3. Provide new Utility Markers/Locators from a manufacturer regularly engaged in the manufacturing of Utility Markers/Locators. B. Materials 1. Buried Markers (Detectable Warning Tape) CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 33 05 26 - 3 UTILITY MARKERS/LOCATORS Page 3 of 5 a. Provide detectable warning tape as follows: 1) 5.0 mil overall thickness 2) Width — 3 inch minimum 3) Weight — 27.5 pounds per inch per 1,000 square feet 4) Triple Layer with: a) Minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket (1) 100 percent virgin low density polyethylene (2) Impervious to all known alkalis, acids, chemical reagents and solvents within soil (3) Aluminum foil visible to both sides 5) Locatable by conductive and inductive methods 6) Printing encased to avoid ink rub -off 7) Color and Legends a) Potable water lines (1) Color — Blue (in accordance with APWA Uniform Color Code) (2) Legend — Caution Potable Water Line Below (repeated every 24 inches) b) Reclaimed water lines (1) Color --- Purple (in accordance with APWA Uniform Color Code) (2) Legend — Caution Reclaimed Water Line Below (repeated every 24 inches) c) Sewer line (1) Color— Green (in accordance with APWA Uniform Color Code) (2) Legend — Caution Sewer Line Below (repeated every 24 inches) 2. Surface Markers a. Provide as follows: ,,1) 4-inch diameter, 6-feet minimum length, polyethylene posts, or equal 2) White posts with colored, ultraviolet resistant domes as follows: a) Water Lines (1) Color— Blue (in accordance with APWA Uniform Color Code) (2) Legend — Caution Potable Water Line Below b) Reclaimed water lines (1) Color — Purple (in accordance with APWA Uniform Color Code) (2) Legend — Caution Reclaimed Water Line Below c) Sewer lines (1) Color — Green (in accordance with APWA Uniform Color Code) (2) Legend — Caution Sewer Line Below 2.3 ACCESSORIES INOT 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] CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relieflnterceptor Revised December 20, 2012 City Project No. 02515 330526-4 UTILITY MAR KERSILOCATORS Page 4 of 5 3.4 INSTALLATION A. Buried Markers (Detectable Warning Tape) 1. Install in accordance with manufacturer's recommendations below natural ground surface and directly above the utility for which it is marking. a. Allow 18 inches minimum between utility and marker. b. Bury to a depth of 3 feet or as close to the grade as is practical for optimum protection and detectability. B. Surface Markers I . Bury a minimum of 2 feet deep, with a minimum of 4 feet above ground 2. The warning sign for all surface markers shall be 21 inches (not including post cap). 3. Where possible, place surface markers near fixed objects. 4. Place Surface Markers at the following locations: a. Buried Features 1) Place directly above a buried feature. b. Above -Ground Features 1) Place a maximum of 2 feet away from an above -ground feature. c. Water lines 16-inches and larger 1) Each right-of-way line (or end of casing pipe) for: a) Highway crossings b) Railroad crossings 2) Utility crossings such as: a) I-igh pressure or large diameter gas lines b) Fiber optic lines , . c) Underground electric transmission lines d) Or otherJocations shown on the Drawings, or directed by the City d. Surface markers not required for 12-inch and smaller water lines e. For sanitary sewer lines: 1) In undeveloped areas, place•marker maximum of 2 feet away from an above -ground feature such as a manhole or combination air valve vault. 2) Place at 500-foot intervals along the pipeline. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 330526-5 UTILITY MARKERS/LOCATORS. Page 5 of 5 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD JoR] 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 12/20/2012 D. Johnson Removed references to Utility Marker Balls throughout. 12/18/2017 B. Eustasio Clarified the measurement and payment for this item Op_ P ' CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relieflnterceptar Revised December 20, 2012 City Project No. 02515 SECTION 33 3112 CURED IN PLACE PIPE (CIPP) PARTI- GENERAL 1.1 SUMMARY A. Section Includes: 3331 12 - 1 CURED IN PLACE PIPE (CIPP) Page 1 of 7 1. Cured in Place Pipe (CIPP) 6-inch through 60-inch for gravity sanitary sewer rehabilitation B. Deviations from this City of Fort Worth Standard Specification 1. 3.7.A.1. — Require air test as a field test 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 33 0130 — Sewer and Manhole Testing 4. Section 33 01 31— Closed Circuit Television (CCTV) Inspection 5. Section 33 03 10 —Bypass Pumping of Existing Sewer Systems 6. Section 33 04 50 — Cleaning of Sewer Mains 7. Section 33 3150 — Sanitary Sewer Service Connections and Service Line 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Cured in Place Pipe (CIPP) a. Measurement 1) Measured horizontally along the surface from center line to center line of the manhole or appurtenance b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot for "CIPP" installed for: a) Various sizes c. The price bid shall include: 1) Mobilization 2) Furnishing and installing CIPP as specified by the Drawings 3) Hauling 4) Disposal of excess material 5) Clean-up 6) Cleaning 7) Testing 2. Service Reconnection, CIPP a. Measurement 1) Measurement for this Item shall be per each service reconnected. b. Payment CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 3331 12 - 2 CURED IN PLACE PIPE (CIPP) Page 2 of 7 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Service Reconnection, CIPP". c. The price bid shall include: 1) Mobilization 2) Furnishing and installing CIPP as specified by the Drawings 3) Hauling 4) Disposal of excess material 5) Clean-up 6) Cleaning 7) Testing 1.3 REFERENCES 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. American Association of State Highway and Transportation Officials (AASHTO). 3. ASTM International (ASTM): a. D5813, Standard Specification for Cured -In -Place Thermosetting Resin Sewer Piping Systems. b. F 1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin -Impregnated Tube. c. F1743, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled -in -Place Installation of Cured -ill -Place Thermosetting Resin Pipe (CIPP). 4. International Organization for Standardization (ISO): a. 9000, Quality Management System - Fundamentals and Vocabulary. 5. Occupational Safety and Health Administration (OSHA). 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS A. Product Data 1. Flexible Liner (tube) a. Tabular summary by sewer segment noting required CIPP thickness per section 2. Resin a. Technical data sheet showing physical and chemical properties b. Test results of chemical resisting testing performed by resin manufacturer B. Shop Drawings 1. Provide calculations to support CIPP design thickness after curing. List the following criteria used for the calculations: a. Assumed host pipe condition CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 3331 12 - 3 CURED IN PLACE PEPE (CIPP) Page 3 of 7 b. Ground water table elevation c. Depth of cover at deepest Iocation d. Modulus of soil stiffness e. Long term modulus of elasticity £ Live loading g. Factor of safety against buckling h. Assumed pipe ovality C. Certificates 1. Furnish an affidavit certifying that all CIPP meets the provisions of this Section and meets the requirements of above referenced ASTM standards. D. Source Quality Control Submittals 1. Manufacturer to provide third party test results supporting the long term performance and structural strength of the pipe being manufactured 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturing and Installation a. Finished pipe shall be the product of 1 manufacturer. b. Liner manufacturing operations shall be performed at 1 location. c. The pipe manufacturer shall: 1) Have performed a minimum of 50,000 feet of successful installation in the United States 2. All pipe furnished and installed shall be in conformance with and ASTM F1216 (6- inch through 60-inch). B. Certifications 1. Manufacturing and Installation a. Operate pipe manufacturing and installation under a quality management system certified by third party ISO 9000. Provide proof of certification upon request. b. If Installer is different company than Manufacturer, then installer must provide certification from the manufacturer that he/she is licensed and fully trained as an installer of the product upon request. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Follow manufacturer's recommendation on all storage and handling requirements. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief interceptor Revised December 20, 2012 City Project No. 02515 333112-4 CURED IN PLACE PIPE (CIPP) Page 4 of 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED IoR] OWNER SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. General 1. All pipe furnished and installed shall be in conformance with and ASTM F1216 (6- inch through 60-inch). B. Manufacturer and Installers 1. Only the Manufacturer/Installers as listed in the City's Standard Products List will be considered as shown in Section 0160 00. a. The Manufacturer/Installer must comply with this Specification and related Sections. 2. Any product that is not Iisted on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. C. Performance / Design Criteria Liner (tube) a. Design liner for a 50-year service life under continuous loading conditions. b. Consider no bonding to the original pipe wall. c. Base design on a fully deteriorated host pipe condition as defined in ASTM F1216. d. Calculate wall thickness per ASTM F1216 Appendix X1. 1) Assume the following values for the design: a) Safety Factor (N) = 2.0 b) Ovality (C) = 5 percent c) Enhancement Factor (K) — 7.0 d) Groundwater Depth (HW) = per Drawings, feet e) Soil Depth (I) = per Drawings, feet f) Soil Modulus (E') = 1,000, psi g) Soil Density (w) = 130 pounds per cubic foot h) Live Load = ASSHTO HS 20 2) The minimum allowable wall thickness for fiberglass liner is 2.8 millimeters and can be increased as necessary to meet ASTM F1216 Appendix X 1 design formula. 3) The minimum allowable wall thickness for felt liner is 6.0 millimeters and can be increased as necessary to meet ASTM F1216 Appendix X1 design formula. 4) Fiberglass or felt products below the stated minimum wall thickness will not be allowed under any circumstances. D. Materials 1. Liner (tube) a. The liner consists of absorbent non -woven felt or seamless spirally wound glass fiber. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 3331 12 - 5 CURED IN PLACE PIPE (CIPP) Page 5 of 7 b. Construct liner to withstand installation pressures, have sufficient strength to bridge hissing pipe and stretch to fit irregular pipe sections. c. The wet out liner shall have a relatively uniform thickness that when compressed at installation pressures will equal or exceed the calculated minimum design CIPP wall thickness. d. Manufacture liner to a size that when installed will tightly fit the internal circumference and length of the original pipe. Make allowance for circumferential stretching during construction. e. Manufacture to length necessary to fully span the distance between manholes. Include sufficient amount of material for sealing at manholes and product sample, if required. f. The wall color of the interior pipe surface of CIPP after installation shall be a light reflective color so that a clear, detailed examination with CCTV inspection per Section 33 0131 can be made. 2. Resin a. The resin system will be manufactured by an approved company selected by the CIPP liner manufacturer. Provide documentation of approval, if requested. b. The resin system shall be corrosion resistant polyester or vinyl ester system including all required catalysts and initiators that create a composite that satisfies the requirements of ASTM F1216, ASTM D5813 and ASTM F1743, c. The resin used shall produce a proper CIPP system, which will be resistant to abrasion caused by solid, grit or sand. 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] A. Inspection 1. Prior to installation, conduct an inspection of the existing pipe identified for rehabilitation along with the surrounding job site conditions. 2. Complete a Pre -CCTV inspection per Section 33 01 31. 3. Observe flows at different times of the date to determine or verify flow conditions in preparation for bypass pumping. 4. Verify accessibility conditions and coordinate with city regarding easement access and limitations. 5. Confirm full circumference of the host pipe prior to lining to ensure the pipe can be rehabilitated without compromising the CIPP system. B. Host Pipe Preparation 1. Clean the pipe per Section 33 04 50. 2. Inspect pipe as required by this Specification. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 3331 12 - 6 CURED IN PLACE PIPE (CIPP) Page 6 of 7 3. Prepare for bypass pumping per Section 33 03 10. C. Liner (tube) Preparation 1. Resin Impregnation a. Impregnate the liner in a saturation facility where the environment can be consistently controlled. b. Use sufficient quantity of resin to fill the volume of air voids in the tube with additional allowances for polymerization shrinkage and the potential loss of resin during installation through cracks and irregularities in the original pipe wall. c. Vacuum impregnate the resin utilizing a motorized pinch roller to set proper thickness. 2. If transported to the site, refrigerate as necessary to maintain stable environment for the impregnated liner. 3.4 INSTALLATION A. Safety 1. Carry out operation in accordance with all OSHA and manufacturer's safety requirements including, but not limited to, safety requirements involving confined space entry. B. Liner installation 1. The impregnated liner can be placed in the pipe by either direct inversion or the pull in place method. 2. Follow ASTM F 1216 Specification for direct inversion installation. 3. Follow ASTM F 1743 Specification for pulled in place installation. 4. The finished CIPP should be continuous over the entire length of the run and be smooth and free from substantial wrinkles, as well as defects and improper service connections. C. Curing 1. Curing of the CIPP may be done by water, steam or Ultra Violet (UV) light source, depending on the liner type and resin. Each method must follow the recommendation of the manufacturer. 2. Place a sufficient amount of temperature and/or monitoring gauges within the system to insure curing throughout the liner is consistent and uniform. A minimum of 2 gauges is required, I at each end of the liner. 3. Upon completion of the curing process provide the City with the monitoring data. D. Reinstatement of lateral connections 1. After the liner pipe is cured in place have the lateral connections reinstated within 18 hours. 2. Reinstate the service by cutting the liner from the inside of the pipe. For small diameter pipe a remote operated cutting device may be used. For larger pipe the liner may be cut by hand. 3. An internal cut is considered acceptable if the bottom 1/3 of the opening matches the existing tap invert, there are no jagged edges and a minimum of 95 percent of the tap opening is restored. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 3331 12 - 7 CURED IN PLACE PIPE (CIPP) Page 7 of 7 4. Blind holes, over cutting and holes that miss the tap must be repaired to the satisfaction of the City. 5. If additional work is required to restore the lateral connection outside of the pipe follow the requirements of Section 33 3150. 3.5 REPAIR/ RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD joR] SITE QUALITY CONTROL A. Field Tests and Inspections i . Air Tesl a. Per farm in accordance with Section 33 0130, 2. Closed Circuit Television (CCTV) Inspection a. Perform a Pre -CCTV and a Post -CCTV Inspection in accordance with Section 33 01 31. 3. The inspection must be completed and the quality of installation must be acceptable to the City prior to restoring services. 4. If the CIPP is deemed unacceptable by the City, provide a method of repair or replacement for review and approval by the City. 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] DATE NAME 1 =17..'lr�khi W.Nonvord END OF SECTION Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Roquire Air lest on CUT Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 33 31 15 - I Addendum No. 1 HIGH DENSITY POLYETHYLENE (HDPE) PIPE FOR SANITARY SEWER Page 1 of 5 SECTION 33 3115 HIGH DENSITY POLYETHYLENE (HDPE) PIPE FOR SANITARY SEWER PART1- GENERAL i�f�Yiliii► I:�`/ A. Section Includes: 1. High Density Polyethylene (HDPE) pipe 8-inch and larger for the use in sanitary sewer rehabilitation by pipe enlargement per Section 33 3123 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 33 0130 — Sewer and Manhole Testing 4. Section 33 01 31--- Closed Circuit 'I elevision (CCTV) Inspection 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 6. Section 33 05 26 — Utility Markers/Locators 7. Section 33 3123 — Sanitary Sewer Pipe Enlargement 8. Section 33 3150 — Sanitary Sewer Service Connections and Service Line 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This item is considered subsidiary to Sanitary Sewer Pipe Enlargement per Section 33 3123. 2. Payment a. The work performed and materials furnished in accordance with this Item are subsidiary to the unit price bid per linear foot of Pipe Enlargement per Section 33 3123, and no other compensation will be allowed. 1.3 REFERENCES 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. ASTM International (ASTM): a. D3350, Standard Specification for Polyethylene Plastic Pipe and Fittings Materials. b. F2620, Standard Practice for Heat Fusion Joining of Polyethylene Pipe and Fittings. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 33 31 15 - 2 Addendum No. 1 HIGH DENSITY POLYETHYLENE (HDPE) PIPE FOR SANITARY SEWER Page 2 of 5 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Gravity pipe 2. Manufacturer 3. Nominal pipe diameter 4. Pressure Rating 5. Standard Dimension ratio (SDR) 6. Cell classification 7. Laying lengths B. Certificates 1. Furnish an affidavit certifying that all HDPE gravity pipe meets the provisions of this Section and has been tested and meets the requirements of ASTM standards as listed herein. 1.7 CLOSEOUT SUBMITTALS [NOT USED]- - — - - 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9'-- QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Finished pipe shall be the product of 1 manufacturer for each size, unless otherwise specified by the City. 1) Change orders, specials and field changes may be provided by a different manufacturer upon City approval. b. Pipe manufacturing operations shall be performed under the control of the manufacturer. c. All pipe furnished shall be in conformance with and ASTM D3350. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Pipe and fittings shall be transported, stored and handled in accordance with the manufacturer's guidelines. 2. Secure and maintain a location to store the material in accordance with Section 01 66 00. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 '% 33 31 15 - 3 Addendum No. 1 HIGH DENSITY POLYETHYLENE (HDPE) PIPE FOR SANITARY SEWER Page 3 of 5 1.11 FIELD [SITE] CONDITIONS INOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Materials 1. Pipe and Fittings a. Material shall be minimum DR-17 Extra High Molecular Weight, High Density Polyethylene PE 3408, Cell Class PE345464D or E (inner wall shall be white or light in color) per ASTM D3350. b. Material shall be homogeneous throughout and free of: 1) Abrasion, cutting or gouging of the outside surface extending to more than 10 percent of the wall thickness in depth 2) Cracks 3) Kinking (generally due to excessive or abrupt bending) 4) Flattening 5) Holes 6) Blisters 7) Other defects c. Pipe with gashes, nicks, abrasions or any such physical damage which may have occurred during storage and/or handling, which are larger/deeper than 10 percent of the wall thickness shall not be used and shall be removed from the construction site. d. Pipe and fittings shall be uniform in color, opacity, density and other physical properties. 1) Pipe and fittings not meeting these criteria will be rejected. e. Pipe Markings 1) Meet the minimum requirements of ASTM D3350. 2) Minimum pipe markings shall be as follows: a) Marking intervals shall be at 6-inch intervals b) Manufacturer's Name or Trademark and production record c) Nominal pipe size d) ASTM or Standard Dimension Ratio (SDR) designation e) Cell classification f) Seal of testing agency that verified the suitability of the pipe 2. Connections a. Use only manufactured fittings. b. See Section 33 31 50. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Upper Big Fossil Creek Drainage Basin Relief Interceptor City Project No. 02515 33 31 15 - 4 Addendum No. 1 HIGH DENSITY POLYETHYLENE (HDPE) PEPE FOR SANITARY SEWER Page 4 of 5 3. Detectable Metallic Tape a. See Section 33 05 26. 4. Polyethylene Repair Clamp a. Smith -Blair Full Circle Clamp Style 228 or 263. 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. Install pipe, fittings, specials and appurtenances as specified herein, as specified in Section 33 31 23, and in accordance with the pipe manufacturer's recommendations. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. If applicable excavate and backfill trenches in accordance with Section 33 05 10. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and rejector repair any damaged pipe prior to lowering into the trench. b. Use only nylon ropes, slings or other lifting devices that will not damage the surface of the pipe for handling the pipe. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Pipe Joining a. Join pipe in accordance with ASTM F2620.. b. Operators must be certified by the manufacturer to use the fusion equipment. c. Follow the time and temperature recommendations of the manufacturer. d. Joints shall be stronger than the pipe itself, be properly aligned and contain no gaps or voids. e. Remove bead projection on the outside of the pipe to reduce drag during pipe installation process. D. Connection Installation 1. See Section 33 3150. E. Detectable Metallic Tape Installation CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 33 31 15 - 5 Addendum No. 1 HIGH DENSITY POLYETHYLENE (HDPE) PIPE FOR SANITARY SEWER Page 5 of 5 1. See Section 33 05 26. 3.5 REPAIR 1 RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Closed Circuit Television (CCTV) Inspection a. Provide a Post -CCTV inspection in accordance with Section 33 01 31. 2. Air Test a. Provide an Air Test in accordance with Section 33 0130. 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 SUMN RY OF CHANGE CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333t20-1 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page I of 6 SECTION 33 3120 POLYVINYL. CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE P 'V** K&1iD1 11TAI � 1.1 SU1I+IMARY A. Section Includes: 1. Polyvinyl Chloride (PVC) pipe 4-inch through 27-inch for gravity sanitary sewer applications B. Deviations from this City of Fort Worth Standard Specification 1. 2.2.11.1.b —Design in accordance with ASTM D3034 for 4-inch through 15- inch SDR26 and ASTM P679 for 18-inch through 27-inch 46PS 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 I — General Requirements 3. Section 33 0130 — Sewer and Manhole Testing 4. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backf ll 6. Section 33 05 26 — Utility Markers/Locators 7. Section 33 3150 — Sanitary Sewer Service Connections and Service Line 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measured horizontally along the surface from center line to center line of the manhole or appurtenance 2. Payment a. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "PVC Pipe" installed for: 1) Various sizes 2) Various Standard Dimension Ratios 3) Various embedments 4) Various depths, for miscellaneous projects only 3. The price bid shall include: a. Furnishing and installing PVC gravity pipe with joints as specified by the Drawings b. Pavement removal c. Excavation d. Hauling e. Disposal of excess material f. Furnishing, placement and compaction of embedment CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised June 19, 2013 City Project No. 02515 333120-2 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 2 of 6 g. Furnishing, placement and compaction of backfill h. Trench water stops i. Clean-up j. Cleaning k. Testing 1.3 REFERENCES 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. American Association of State Highway and Transportation (AASHTO). 3. ASTM International (ASTM): a. D1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. b. D2412, Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading. c. D3034, Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings. d. D3212, Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals. e. F679, Standard Specification for Poly (Vinyl Chloride) (PVC) Large -Diameter Plastic Gravity Sewer Pipe and Fittings. 4. Texas Commission on Environmental Quality (TCEQ): a. Title 30, Part 1, Chapter 217, Subchapter C, Rule 217.53 --- Pipe Design. b. Title 30, Part I, Chapter.217, Subchapter C, Rule 217.54 — Criteria for Laying Pipe. c. Title 30, Part 1, Chapter 217, Subchapter C, Rule 217.57 --- Testing Requirements for Installation of Gravity Collection System Pipes. 5. Underwriters Laboratories, Inc. (UL). 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL ,SUBMITTALS A. Product Data I. Product data sheet 2. Manufacturer 3. Nominal pipe diameter 4. Standard dimension ratio (SDR) 5. Cell classification 6. Laying lengths B. Certificates CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised June 19, 2013 City Project No. 02515 333120-3 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 3 of 6 1. Furnish an affidavit certifying that all PVC Gravity Pipe meets the provisions of this Section and has been air and deflection tested and meets the requirements of ASTM D3034 and ASTM F679. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.9 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications Manufacturers a. Finished pipe shall be the product of 1 manufacturer for each size per project, unless otherwise approved by the City. 1) Change orders, specials and field changes may be provided by a different manufacturer upon City approval. b. Pipe manufacturing operations shall be performed under the control of the manufacturer. c. All pipe furnished shall be in conformance with ASTM D3034 (4-inch through 15-inch) and ASTM F679 (18-inch through 27-inch). 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's guidelines. 2. Secute and maintain a location to store the material in accordance with Section 9166 00. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Performance / Design Criteria 1. Pipe a. Meet all requirements of TCEQ. b. Design in accordance with ASTM D3034 for 4-inch through 15-inch SDR 26 and ASTM F679 for 18-inch through 27-inch 46PS. c. PVC Gravity Sanitary Sewer Pipe shall be approved by the UL. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Rclief Interceptor Reviser! June 19, 2013 City Project No. 02515 333120-4 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 4 of 6 d. Assume a standard lay length of 14 feet and 20 feet except for special fittings or closure pieces necessary to comply with the Drawings. e. Use green coloring for ground identification as sanitary sewer pipe. f PVC meeting the requirements of ASTM D1784, with a cell classification of 12454 or 12364 g. Deflection Design 1) Base pipe design on pipe stiffness, soil stiffness and load on the pipe. 2) Design pipe according to the Modified Iowa Formula as detailed by the Uni-Bell PVC Pipe Association in the Handbook of PVC Pipe, using the following parameters: a) Unit Weight of Fill (w) = 130 pounds per cubic foot b) Live Load = AASHTO HS 20 c) Trench Depth = 12 feet minimum, or as indicated in Drawings d) Maximum (E') = 1,000 max e) Deflection Lag Factor (DL) = 1.0 f) Bedding Factor constant (K) = 0.1 g) Mean radius of the pipe (r), inches, as indicated in Drawings h) Marston's load per unit length (W), pounds per inch, calculate per Drawings i) PVC modulus of elasticity (E) = 400,000 psi j) Moment of inertia of pipe wall per unit length, (I) = ell 2, (inMn), per pipe type and size (1) Where (t) = pipe thickness, inches k) Maximum Calculated Deflection = 5 percent h. Pipe Flotation: If the pipe is buried in common saturated soil (about 120 pounds per cubic foot) with at least 'l %2 pipe. diameters of cover, pipe is generally not subject to flotation. If shallower, check groundwater flotation potential. Flotation will occur if: Fb > Wp f Wf +" Wd Where: Fb = buoyant force, pound per foot Wp = empty pipe weight, pound per foot Wf= weight of flooded soil, pound per foot Wd = weight of dry soil, pound per foot Values and formulas for the above variables can be obtained from the pipe manufacturer and site specific soil conditions. i. Verify trench depths after existing utilities are located. j. Accommodate vertical alignment changes required because of existing utility or other conflicts by an appropriate change in pipe design depth. k. In no case shall pipe be installed deeper than its design allows. Minimum pipe stiffness of 46 psi at 5 percent deflection when test in accordance with ASTM D2412. 3. Pipe markings a. Meet the minimum requirements of ASTM D3034 and ASTM F679. b. Minimum pipe markings shall be as follows: 1) Manufacturer's Name or Trademark and production record 2) Nominal pipe size CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised June 19, 2013 City Project No. 02515 33 31 20 - 5 POLYVINYL. CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 5 of 6 3) PVC cell classification 4) ASTM or Standard Dimension Ratio (SDR) designation 5) Seal of testing agency that verified the suitability of the pipe 4. Joints a. Joints shall be gasket, bell and spigot, push -on type conforming to ASTM D3212. b. Since each pipe manufacturer has a different design for push -on joints; gaskets shall be part of a complete pipe section and purchased as such. 5. Connections a. Only use manufactured fittings. b. See Section 33 3150. 6. Detectable Metallic Tape a. See Section 33 05 26. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS ]NOT USED] 3.2 EXANUNATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install pipe, specials and appurtenances as specified herein, as specified in Section 33 05 10, and in accordance with the pipe manufacturer's recommendations. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. Excavate and backfiil trenches in accordance with Section 33 05 10. 4. Embed PVC pipe in accordance with Section 33 05 10. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and rejector repair any damaged pipe prior to lowering into the trench. b. Use only nylon ropes, slings or other lifting devices that will not damage the surface of the pipe for handling the pipe. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash— during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Pipe Joint Installation a. Clean dirt and foreign material from the gasketed socket and the spigot end. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised June 19, 2013 City Project No. 02515 333120-6 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 6 of 6 b. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell end to the reference mark. c. Install such that identification marking on each joint are oriented upward toward the trench opening. d. When making connection to manhole, use an elastomeric seal or flexible boot to facilitate a seal. D. Connection Installation 1. See Section 33 3150. E. Detectable Metallic Tape Installation 1. See Section 33 05 26. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Video Inspection a. Provide a Past -CCTV inspection in accordance with Section 33 0131. 2. Air Test and Deflection (Mandrel) Test a. Perform in accordance with Section 33 0130. 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 ] 6/18/13 D. Johnson 2.2.13.Lb—Pipe Material Clarification CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised June 19, 2013 City Project No. 02515 333123-1 SANITARY SEWER PIPE ENLARGEMENT Page 1 or 8 SECTION 33 3123 SANITARY SEWER PIPE ENLARGEMENT PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing) a. This system includes splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. B. Deviations from this City of Fort Worth Standard Specification 1. 1.3.B. Ld The method allows for replacement of pipe sizes from 8-inches through 30-inches and/or capsizing in varying increments up to 30-inches. 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 33 0130 — Sewer and Manhole Testing 4. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 5. Section 33 03 10 --- Bypass Pumping of Existing Sewer Systems 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 7. Section 33 31 15 — High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 8. Section 33 3150 -- Sanitary Sewer Service Connections and Service Line 9. Section 33 39 10 — Cast -in -Place Concrete Manholes 1.2 PRICE AND PAYMENT PROCEDURES A_ Measurement and Payment 1. Pipe Installation by Pipe Enlargement a. Measurement 1) Measured horizontally along the surface from center line to center line of the manhole or appurtenance b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot far "Pipe Enlargement" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing pipe as specified by the Drawings 2) Pavement removal 3) Excavation 4) Hauling CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333123-2 SANITARY SEWER PIPE ENLARGEMENT Page 2 of 8 5) Launching pit 6) Receiving pit 7) Bypass Pumping for pipes smaller than 18-inches 8) Disposal of excess material 9) Furnishing, placement and compaction of backfill 10) Clean-up 11) Cleaning 12) Testing 2. Point Repair a. Measurement 1) Measurement for this Item shall be by the linear foot measured horizontally along the surface following the pipe centerline for the length identified during the Pre -CCTV inspection and directed by the City. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" wilt be paid for at the unit price bid per linear foot for "Sewer Pipe, Point Repair" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing pipe as specified by the Drawings 2) Coupling 3) Pavement removal 4) Excavation S) Hauling 6) Bypass Pumping for pipes smaller than 18-inches a . 7) Disposal of excess material 8) Furnishing, placement and compaction of backfill 9) Clean-up 10) Cleaning 11) Testing t 3. Service Reinstatement, Pipe Enlargement a. Measurement 1) Measurement for this Item shall be per each service to be reinstated. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Service Reinstatement, Pipe Enlargement". c. The price bid shall include: 1) Furnishing and installing pipe as specified by the Drawings 2) Pavement removal 3) Excavation 4) Hauling 5) Launching pit 6) Receiving pit 7) Bypass Pumping for pipes smaller than 18-inches 8) Disposal of excess material 9) Furnishing, placement and compaction of backfill 10) Clean-up 11) Cleaning CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 1.3 333123-3 SANITARY SEWER PIPE ENLARGEMENT Page 3 of 8 12) Testing A. Abbreviations and Acronyms 1. HDPE — High Density Polyethylene 2. CCTV — Closed Circuit Television B. Definitions 1. Pipe Bursting/Crushing a. The reconstruction of gravity sewer pipe by installing an approved pipe material by use of a static, hydraulic or pneumatic hammer "moling" device, suitably sized to break out the old pipe or by using a modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe. b. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus. c. The replacement pipe is either pulled or pushed into the bore. d. The method allows for replacement of pipe sizes from 8-inches through 30- inches and/or upsixing in varying increments up to 30-inches. C. 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. American Society for Testing and Materials (ASTM): a. D1248. Specifications for Polyethylene Plastic Molding and Extension Materials b. D1693.. Test for Environmental Stress -Cracking of Ethylene Plastics c. D2122 Determining Dimensions of Thermoplastic Pipe and Fittings d. D2837 Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials e. D3350 Specification for Polyethylene Plastic Pipe and Fittings Materials f. F714 Specification for Polyethylene (PE) Plastic Pipe (SDR PR) Based on Outside Diameter (3" IPS and Larger) 3. City of Fort Worth Code of Ordinances a. Part 11, Chapter 23 Offenses and Miscellaneous Provisions, Section 8 Noise 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Coordinate with City, Engineer, franchise utilities, etc. as described in the Drawings. 2. Provide advanced notice prior to commencing actual pipe enlargement activities, as described in the Drawings, in order to allow the City to provide appropriate advanced notice to affected residents. 3. Review the location and number of insertion or access pits with the City Inspector prior to excavation. B. Sequencing 1. Provide a bypass pumping plan, when required, detailing collection and discharge locations and method of bypass pumping in accordance with Section 33 03 10, prior to the start of construction. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 e 333123-4 SANITARY SEWER PIPE ENLARGEMENT Page 4 of 8 2. Provide a phasing plan with the sequence of construction prior to the start of construction. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Special Procedure Submittals 1. Provide a bypass pumping plan when required by Contract Documents in accordance with Section 33 03 10, 2. Provide a phasing plan with the sequence of construction prior to the start of construction. 1.7 CLOSEOUT SUBMITTALS A. Record Documentation 1. Provide Closed Circuit Television inspection reports in accordance with Section 33 0131. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. The Contractor shall be certified by the particular Pipe Enlargement system manufacturer that such firm is a licensed installer of their system. No other Pipe Enlargement system other than those listed in these Specifications is acceptable. 2. The Contractor shall be able to show that the personnel directly involved with the Pipe Enlargement have adequate experience with similar work. B. Pre -construction and Post -construction Testing 1. Provide Pre -construction and Post -construction Closed Circuit Television (CCTV) Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 33 01 31. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [ox] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Upper Big Fossil Creek Drainage Basin Relief Tnterceptor City Project No. 02515 333123-5 SANITARY SEWER PIPE ENLARGEMENT Page 5 of 8 a. The manufacturer must comply with this Specification and related Sections. 1. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Materials 1. HDPE Pipe a. The pipe and fitting material shall conform to Section 33 31 15. 2. Service Saddles a. Conform to Section 33 3150. 3. Repair Clamp a. Conform to Section 33 31 15. 4. Manhole Inverts and Benches a. Inverts and benches requiring replacement shall conform to Section 33 39 10. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXANHNATION A. Verification of Conditions 1. Provide Pre -Construction Closed Circuit Television (CCTV) Inspection of the pipeline to be replaced/enlarged in conformance with Section 33 01 31. a. Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by Closed Circuit Color Television. B. Evaluation and Assessment 1. Identify, by location, the presence of line obstructions in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process and which cannot be removed by conventional sewer cleaning equipment. 2. Identify, by location, the presence of sags in the sewer line(s) by the following procedure: a. Perform CCTV inspection. b. Provide CCTV inspection results to the City. c. The City Inspector will review the Pre -CCTV tapes to determine if any excessive sags exist and will inform the Contractor which segments of pipe are to be replaced by point repair. 3.3 PREPARATION A. Bypassing Sewage 1. Bypass pump sewage in accordance with Section 33 03 10, B. Line Obstructions 1. If identified in the CCTV inspection, remove line obstruction. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333123-6 SANITARY SEWER PIPE ENLARGEMENT Page 6 of 8 a. Removal of obstruction is considered subsidiary to CCTV inspection. C. Point Repairs 1. Perform point repair as identified on the Drawings or at the discretion of the City. This may include: 1) Pipe replacement 2) Digging a sag elimination pit and bringing the bottom of the pipe trench to a uniform grade in line with the existing pipe invert 3.4 INSTALLATION A. Site Organization 1. Locate insertion or access pits such that their total number will be minimized and the length of replacement pipe installed in a single pull shall be maximized. 2. Use existing manholes wherever practical. a. Manhole inverts and bottoms may be removed to permit access for installation equipment. 3. Locate equipment used to perform the work away from buildings so as not to create a noise impact. Conform to City of Fort Worth Code of Ordinances, Part Il, Section 23-8. a. Provide silencers or other devices to reduce machine noise as needed to meet requirements. B. Schedule 1. Upon commencement of the actual pipe enlargement, do not begin a segment of work that cannot be completed before the end of the work day. C. finished Pipe 1. The installed replacement pipe shall be continuous over the entire length of each pipe segment from manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation and other deformities. 2. Carefully cut out the replacement pipe passing through or terminating in a manhole in a shape and manner approved by the Engineer. 3. Streamline and improve the manhole invert and benches to ensure smooth flow. 4. The installed pipe shall meet the leakage requirements of the pressure test specified herein. D. Pipe Jointing 1. Assemble and join sections of HDPE replacement pipe on the job site above ground. 2. Use the heating and butt -fusion system for jointing in strict conformance with the manufacturer's printed instructions and in accordance to Section 33 31 15. 3. Ensure that the butt -fusion joints have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure and alignment. 4. It shall be the sole responsibility of the Contractor to provide an acceptable butt - fusion joint. 5. Make all joints available for inspection by the Engineer before insertion. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333123-7 SANITARY SEWER PIPE ENLARGEMENT Page 7 of S 6. Join the replacement pipe on site in appropriate working lengths near the insertion pit. a. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site at any 1 time shalt be 600 linear feet. 7. For situations where the replacement pipe is not pulled all the way to the manhole, a repair clamp shall be utilized to connect segments of the HDPE pipe, as approved by the Engineer. E. New Pipe Installation 1. Install new pipe in accordance with the manufacturer's recommendations. F. Anchoring New Pipe and Sealing Manholes 1. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. a. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming (but not less than 4 inches). 2. Wait a minimum of 10 hours after installation before sealing the new pipe at manholes. 3. Provide a flexible gasket connector in the manhole wail at the end of the new pipe, centered in the existing manhole wall. 4. Grout flexible connector in the manhole, filling all voids the full thickness of the manhole wall. 5. Restore manhole bottom and invert. G. Sewer Service Connections 1. Install service connections in accordance with Section 33 3150. H. Rescue - 1. The cost for rescue of static, hydraulic or pneumatic hammer "moling" devices or modified boring "knives' that become stuck or excessively buried and require additional excavation to retrieve shall be the sole responsibility of the Contractor. 1. Surface Restoration 1. Any damage caused to paving structures or any other surface fracture resulting from the pipe enlargement shall be repaired or replaced to the same condition, or better, at the expense of the Contractor. 3.5 REPAIR /RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR1 SITE QUALITY CONTROL A. Post -Construction Closed Circuit Television. (CCTV) Inspection 1. Video Inspection a. Conduct a Post -Construction CCTV Inspection in accordance with Section 33 0131. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 33 31 23 - 8 SANITARY SEWER PIPE ENLARGEMENT Page 8 of 8 3.8 SYSTEM STARTUP [NOT USED] 39 ADJUSTING [NOT USED] 3.14 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE n CITY OF FORT WORTH Upper Big Fossil Crock STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333910-1 CAST -IN -PLACE CONCRETE MANHOLE Page 1 of 7 SECTION 33 3910 CAST -IN -PLACE CONCRETE MANHOLE 1.1 SUMMARY A. Section Includes: 1. Sanitary Sewer Cast -in -Place Concrete Manholes B. Deviations from this City of Fort Worth Standard Specification 1. 1.2.A.3.c.19 Temporary shoring (if required) 2. 1.3.A.l.b. - Standard Drop Manhole or Tee Base Drop Manhole (See City Standard Details) 3. 1.3.A.I.c. — Type "A" Manhole or Tee Base Manhole (See City Standard Details) 4. 1.6.A.6. Temporary shoring design by a Licensed Professional Engineer (if required). 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 03 30 00 — Cast -In -Place Concrete 4. Section 03 80 00 -- Modifications to Existing Concrete Structures 5, Section 33 0130 — Sewer and Manhole Testing 6. Section 33 05 13 — Frame, Cover, and Grade Rings 7. Section 33 39 60 — Epoxy Liners for Sanitary Sewer Structures 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Manhole a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Manhole" installed for: a) Various sizes b) Various types c. The price bid will include: I) Manhole structure complete in place 2) Excavation 3) Forms 4) Concrete 5) Backfill 6) Foundation CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 33 39 10 - 2 CAST -IN -PLACE CONCRETE MANHOLE Page 2 of 7 7) Drop pipe 8) Stubs 9) Frame 10) Cover 11) Grade rings 12) Pipe connections 13) Pavement removal 14) Hauling 15) Disposal of excess material 16) Placement and compaction of backfill 17) Clean-up 2. Extra Depth Manhole a. Measurement 1) Measurement for added depth beyond 6 feet will be per vertical foot, measured to the nearest 1110 foot. b. Payment 1) The work performed and the materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per vertical foot for "Extra Depth Manhole" specified for: a) Various sizes c. The price bid will include: 1) Manhole structure complete in place 2) Excavation 3) Forms 4) Reinforcing steel (if required) 5) Concrete 6) Backfill 7) Foundation 8) Drop pipe 9) Stubs 10) Frame 11) Cover 12) Grade rings 13) Pipe connections 14) Pavement removal 15) Hauling 16) Disposal of excess material 17) Placement and compaction of backfill 1.8) Clean-up 3. Sanitary Sewer Junction Structure a. Measurement 1) Measurement for this Item will be per each Sewer Junction Structure being installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each "Sewer Junction Structure" location. c. Price bid will include: 1) Junction Structure complete in place CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333910-3 CAST -IN -PLACE CONCRETE MANHOLE Page 3 of 7 2) Excavation 3) Forms 4) Reinforcing steel (if required) 5) Concrete 6) Backfill 7) Foundation 8) Drop pipe 9) Stubs 10) Frame 11) Cover 12) Grade rings 13) Pipe connections 14) Pavement removal 15) Hauling 16) Disposal of excess material 17) Placement and compaction of backfill 18) Clean-up 19) Temporary shoring (if required) 1.3 REFERENCES A. Definitions Manhole Type a. Standard Manhole (See City Standard Details) 1) Greater than 4 feet deep up to 6 feet deep b. Standard Drop Manhole or Tee Base Drop Manhole (See City Standard Details) 1) Same as Standard Manhole with external drop connection (s) c. Type "A" Manhole or Tee Base Manhole (See City Standard Details) 1) Manhole set on a reinforced concrete block placed around 39-inch and larger sewer pipe d. Shallow Manhole (See City Standard Details) 1) Less than 4 feet deep with formed invert for sewer pipe diameters smaller than 39-inch Manhole Size a. 4 foot diameter 1) Used with pipe ranging from 8-inch to 15-inch b. 5 foot diameter 1) Used with pipe ranging from 18-inch to 36-inch c. See specific manhole design on Drawings for pipes larger than 36-inch. B. 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. ASTM International (ASTM): a. D4258, Standard Practice for Surface Cleaning Concrete for Coating. b. D4259, Standard Practice for Abrading Concrete. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief interceptor Revised December 20, 2012 City Project No. 02515 333910-4 CAST -IN -PLACE CONCRETE MANHOLE Page 4 of 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS A. Product Data 1. Drop connection materials 2. Pipe connections at manhole walls 3. Stubs and stub plugs 4. Admixtures 5. Concrete Mix Design 6. Temporary shoring design by a Licensed Professional Engineer (if required). 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 jou] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Materials 1. Concrete - Conform to Section 03 30 00. 2. Reinforcing Steel - Conform to Section 03 2100. 3. Frame and Cover - Conform to Section 33 05 13. 4. Grade Ring - Conform to Section 33 05 13. 5. Pipe Connections a. Pipe connections can be premolded pipe adapter, flexible locked -in boot adapter, or integrally cast gasket channel and gasket. CrrY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333910-5 CAST -IN -PLACE CONCRETE MANHOLE Page 5 of 7 6. Interior Coating or Liner --- Conform to Section 33 39 60, if required. 7. Exterior Coating a. Use Coal Tar Bitumastic for below grade damp proofing. b. Dry film thickness shall be no less than 12 mils and no greater than 30 mils. c. Solids content is 68 percent by volume t 2 percent. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 31 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Evaluation and Assessment 1. Verify lines and grades are in accordance to the Drawings. 3.3 PREPARATION A. Foundation Preparation 1. Excavate 8 inches below manhole foundation. 2. RepIace excavated soil with course aggregate, creating a stable base for the manhole construction. a. If soil conditions or ground water prevent use of course aggregate base a 2-inch mud slab may be substituted. 3.4 INSTALLATION A. Manhole 1. Construct manhole to dimensions shown on Drawings. 2. Cast manhole foundation and wall monolithically. a. A cold joint with water stop is allowed when the manhole depth exceeds 12 feet. b. No other joints are allowed unless shown on Drawings. 3. Place, finish and cure concrete according to Section 03 30 00. a. Manholes must cure 3 days before backfilting around structure. B. Pipe connection at Manhole 1. Do not construct joints of sewer pipe within wall sections of manhole. C. Invert 1. Construct invert channels to provide a smooth waterway with no disruption of flow at pipe -manhole connections. 2. For direction changes of mains, construct channels tangent to mains with maximum possible radius of curvature. a. Provide curves for side inlets. 3. Sewer pipe may be laid through the manhole and the top %2 of the pipe removed to facilitate manhole construction. 4. For all standard manholes provide full depth invert. CITY OF FORT WORTH Upper Big Fossil Creels STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333910-6 CAST -IN -PLACE CONCRETE MANHOLE Page 6of7 5. For example, if 8-inch pipe is connected to manhole, construct the invert to full 8 inches in depth. D. Drop Manhole Connection 1. Install drop connection when sewer line enters manhole higher than 24 inches above the invert. E. Final Rim Elevation l . Install concrete grade rings for height adjustment. a. Construct grade ring on load bearing shoulder of manhole. b. Use sealant between rings as shown on Drawings. 2. Set frame on top of manhole or grade rings using continuous water sealant. 3. Remove debris, stones and dirt to ensure a watertight seal. 4. Do not use steel shims, wood, stones or other unspecified material to obtain the final surface elevation of the manhole frame. F. Internal coating 1. Internal coating application will conform to Section 33 39 60, if required by Drawings. G. External coating l . Remove dirt, dust, oil and other contaminants that could interfere with adhesion of the coating. 2. Cure for 3 days before backfilling around structure. 3. Coat the same date the forms are removed. 4. Prepare surface in accordance with ASTM D4258 and ASTM D4259. 5. Application will follow manufacturer's recommendation. H. Modifications and Pipe Penetrations 1. Conform to Section 03 80 00. 1. Junction Structures 1. All structures shall be installed as specified in Drawings. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections 1. Perform vacuum test in accordance with Section 33 0130. 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] CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME 12/20/2012 D.Johnson 333910-7 CAST -IN -PLACE CONCRETE MANHOLE Page 7 of 7 �i1=iT �x�11I.CC►1 Revision Log SUNWARY OF CHANGE 1.2.A.1.c. —reinforcing steel removed from items to be included in price bid CITY OF FORT WORTH Upper Sig Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 SECTION 33 39 20 PRECAST CONCRETE MANHOLE PARTI- GENERAL 1.1 SUMMARY A. Section Includes: 33 39 20 - 1 PRECAST CONCRETE MANHOLE Page 1 of 7 1. Sanitary Sewer, Water Appurtenance, or Reclaimed Water Appurtenance Precast Concrete Manholes B. Deviations from this City of Fort Worth Standard Specification 1. 1.3.A.l.b. - Standard Drop Manhole or Tee Base Drop Manhole (See City Standard Details) 2. 1.3.A.1.c. — Type "A" Manhole or Tee Base Manhole (See City Standard Details) 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 03 30 00 Cast -in -Place Concrete _ 4. Section 03 80 00 — Modifications to Existing Concrete Structures 5. Section 33 0130 — Sewer and Manhole Testing 6. Section 33 05 13 — Frame, Cover, and Grade Rings 7. Section 33 39 60 —Epoxy Liners for Sanitary Sewer Structures 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Manhole a. Measurement 1) Measurement for this Item shall be per each concrete manhole installed. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Manhole" installed for: a) Various sizes b) Various types c. The price bid will include: 1) Manhole structure complete in place 2) Excavation 3) Forms 4) Reinforcing steel (if required) 5) Concrete 6) Backfill 7) Foundation 8) Drop pipe 9) Stubs CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333920-2 PRECAST CONCRETE MANHOLE Page 2 of 7 10) Frame 11) Cover 12) Grade rings 13) Pipe connections 14) Pavement removal 15) Hauling 16) Disposal of excess material 17) Placement and compaction of backfill 18) Clean-up 2. Extra Depth Manhole a. Measurement 1) Measurement for added depth beyond 6 feet will be per vertical foot, measured to the nearest 1/10 foot. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per vertical foot for "Extra Depth Manhole" specified for: a) Various sizes c. The price bid will include: 1) Manhole structure complete in place 2) Excavation 3) Forms 4) Reinforcing steel (if required) 5) Concrete 6) Backfill 7) Foundation 8) Drop pipe 9) Stubs 10) Frame 11) Cover 12) Grade rings 13) Pipe connections 14) Pavement removal 15) Hauling 16) Disposal of excess material 17) Placement and compaction of backfill 18) Clean-up 1.3 REFERENCES A. Definitions Manhole Type a. Standard Manhole (See City Standard Details) 1) Greater than 4 feet deep up to 6 feet deep b. Standard Drop Manhole or Tee Base Drop Manhole (See City Standard Details) 1) Same as Standard Manhole with external drop connection(s) c. Type "A" Manhole or Tee Base Manhole (See City Standard Details) 1) Manhole set on a reinforced concrete block placed around 39-inch and larger sewer pipe. CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333920-3 PRECAST CONCRETE MANHOLE Page 3 of 7 d. Shallow Manhole (See City Standard Details) 1) Less than four 4 deep with formed invert for sewer pipe diameters smaller than 39-inch 2. Manhole Size a. 4 foot diameter 1) Used with pipe ranging from 8-inch to 15-inch b. 5 foot diameter 1) Used with pipe ranging from 18-inch to 36-inch 2) See specific manhole design on Drawings for pipes larger than 36-inch. B. 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. ASTM International (ASTM): a. C443, Standard Specification for Joint for Concrete Pipe and Manholes, Using Rubber Gaskets b. C478, Standard Specification for Precast Reinforced Concrete Manhole Sections. c. C923, Standard Specification for Resilient Connectors Between Reinforced Concrete Manholes Structures, Pipes, and Laterals. d. D1187, Standard Specification for Asphalt -Base Emulsion for Use as Protective Coatings for Metal e. D 1227, Standard Specification for Emulsified Asphalt Used as a Protective Coating for Roofing 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] - 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. AlI submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS A. Product Data 1. Precast Concrete Manhole 2. Drop connection materials 3. Pipe connections at manhole walls 4. Stubs and stub plugs 5. Admixtures 6. Concrete Mix Design CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333920-4 PRECAST CONCRETE MANHOLE Page 4 of 7 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 A. Manufacturer Warranty 1. Manufacturer's Warranty shall be in accordance with Division 1. PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. . B. Materials 1. Precast Reinforced Concrete Sections — Conform to ASTM C478. 2. Precast Joints a. Provide gasketed joints in accordance with ASTM C443. b. Minimize number of segments. c. Use long joints at the bottom and shorter joints toward the top. d. Include manufacturer's stamp on each section. 3. Lifting Devices a. Manhole sections and cones may be furnished with lift lugs or lift holes. 1) If lift lugs are provided, place 180 degrees apart. 2) If lift holes are provided, place 180 degrees apart and grout during manhole installation. 4. Frame and Cover — Conform to Section 33 05 13. 5. Grade Ring — Conform to Section 33 05 13 and ASTM C478. 6. Pipe Connections a. Utilize either an integrally cast embedded pipe connector or a boot -type connector installed in a circular block out opening conforming to ASTM C923. 7. Steps a. No steps are allowed. 8. Interior Coating or Liner — Conform to Section 33 39 60. 9. Exterior Coating CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333920-5 PRECAST CONCRETE MANHOLE Page 5 of 7 a. Coat with non-fibered asphaltic emulsion in accordance with ASTM DI 187 Type I and ASTM D 1227 Type III Class I. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Evaluation and Assessment 1. Verify lines and grades are in accordance to the Drawings. 3.3 PREPARATION A. Foundation .Preparation 1. Excavate 8 inches below manhole foundation. 2. Replace excavated soil with course aggregate; creating a stable base for manhole construction. a. If soil conditions or ground water prevent use of course aggregate base a 2-inch mud slab may be substituted. 3.4 INSTALLATION A. Manhole 1. Construct manhole to dimensions shown on Drawings. 2. Precast Sections a. Provide bell -and -spigot design incorporating a premolded joint sealing compound for wastewater use. b. Clean bell spigot and gaskets, lubricate and join. c. Minimize number of segments. d. Use long joints used at the bottom and shorter joints toward the top. B. Invert 1. Construct invert channels to provide a smooth waterway with no disruption of flow at pipe -manhole connections. 2. For direction changes of mains, construct channels tangent to mains with maximum possible radius of curvature. a. Provide curves for side inlets. 3. For all standard manholes provide full depth invert. 4. For example, if 8-inch pipe in connected to manhole construct the invert to full 8 inches in depth. C. Drop Manhole Connection 1. Install drop connection when sewer line enters manhole higher than 24 inches above the invert. D. Final Rim Elevation CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333920-6 PRECAST CONCRETE MANHOLE Page 6 of 7 1. Install concrete grade rings for height adjustment. a. Construct grade ring on load bearing shoulder of manhole. b. Use sealant between rings as shown on Drawings. 2. Set frame on top of manhole or grade rings using continuous water sealant. 3. Remove debris, stones and dirt to ensure a watertight seal. 4. Do not use steel shims, wood, stones or other unspecified material to obtain the final surface elevation of the manhole frame. E. Internal coating 1. Internal coating application will conform to Section 33 39 60, if required by Drawings. F. External coating 1. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of the coating. 2. Cure manhole for 3 days before backfilling around the structure. 3. Application will follow manufacturer's recommendation. G. Modifications and Pipe Penetrations 1. Conform to Section 03 80 00. 3.5 REPAIR I RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections 1. Perform vacuum test in accordance with Section 33 0130. 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 1.1.A.I — Modified to include precast manholes for water and reclainied water applications 12/20/2012 D. Johnson 1.3.13.2 —Modified to include ASTM C443, D1187 and D 1227 as references 2.2.13.1-3 —Modified in accordance with new ASTM references CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 333920-7 PRECAST CONCRETE MANHOLE Page 7 of 7 2.2.B.10 — Modified in accordance with new ASTM references CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised December 20, 2012 City Project No. 02515 APPENDIX GC-4,01 Availability of Lands • Letter of Agreement a Parcel 6- TCE • Parcel 12- TCE • Parcel 1- SE a Parcel 7- SE a Parcel 13- SE a Parcel 1- TCE • Parcel 7- TCE a Parcel 13- TCE • Parcel 2- SE a Parcel 8- TCE ® Parcel 14- SE • Parcel 2- TCE o Parcel 9- SE 6 Parcel 14- TCE • Parcel 3- TCE • Parcel 9- TCE O Parcel 15- TCE • Parcel 4- SE • Parcel 10- TCE a Parcel 16- SE • Parcel 4- TCE a Parcel I I- TCE ® Parcel 17- TROE • Parcel 5- TCE • Parcel 12- PSFE • Parcel 18- TCE GC-4.02 Subsurface and Physical Conditions a Geotechnical Engineering Study (CMJ Engineering) GC-4.04 Underground Facilities • TEST HOLE DATA — Test Hole 1 • TEST HOLE DATA — Test Hole 3 • MAIN — 386 Plans, X-19505 • MAIN — 347 PIans, X-19480 GC-6.06.D Minority and Women Owned Business Enterprise Compliance a MBE Special Instructions a MBE Subcontractor -Supplier Utilization Form m MBE Prime Contractor Waiver Form • MBE Good Faith Effort • MBE Joint Venture GC-6.07 Wage Rates a 2013 Prevailing Wage Rates (Heavy & Highway Construction Projects) • 2013 Prevailing Wage Rates (Commercial Construction Projects) GC-6.09 Permits and Utilities • Nationwide Permit 12 • Floodplain Development Permit • Urban Forestry Permit GR-01 60 00 Product Requirements • City Approved Product List • Odor Control • Warren Epoxy Liner CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 GX 4o®I Availability of lands THIS ]PAGE ]LEFT INTENTIONAILILY BLANK CITY OF FORT WOR1'H Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 CF FOSSIL CREED ARCIS LLC 4851 LBJ Freeway, Suite 600 Dallas, Texas 75244 , 2018 City of Fort Worth 200 Texas Street Fort Worth, Texas 76102 Letter Aareement Regarding Temporary Construction Easements and Permanent Sewer Facility Easement To Whom It May Concern: This letter agreement (this "Agreement") is in reference to (i) that certain Temporary Construction Easement with respect to Parcel #2; (ii) that certain Temporary Construction Easement with respect to Parcel #10; (iii) that certain Temporary Construction Easement with respect to Parcel #13; (iv) that certain Temporary Construction Easement with respect to Parcel #15; (v) that certain Permanent Sewer Facility Easement with respect to Parcel #2; and (vi) that certain Permanent Sewer Facility Easement with respect to Parcel #13, each dated of even date herewith, by and between CF Fossil Creek Arcis LLC, as grantor ("Grantor"), and the City of Fort Worth, as grantee ("Grantee") (collectively, the "Easements"). In connection with the Easements, Grantor and Grantee agree as follows: 1. Grantor accepts consideration for the Easements in the total amount of $340.517.00, which includes compensation in the amount of $316,135.00 to allow Grantor to complete the Post -Installation Landscaping as outlined in the Easement documents. 2. The terms and provisions of the Easements are incorporated herein. Capitalized terms used but not defined herein shall have the meanings given to such terms in the Easements. The terms and provisions of this Agreement shall automatically terminate to the extent that any of the Easements are terminated or vacated. 3. Attached hereto as Exhibit "A" and incorporated herein are the initial plans and schedule agreed to by Grantor and Grantee for the construction and installation of the Facilities. Any material changes to such plans and/or schedule shall require Grantor's consent. Grantor shall have advance approval rights as to any staging area(s) for equipment, materials or personnel. Notwithstanding the foregoing, Grantee acknowledges and agrees that the Easement Area will remain open every day for the Golf Course Use except when not possible on construction days. Grantee agrees to use good faith efforts to reasonably work with Grantor to accommodate Golf Course Use during construction periods. At the end of each day, all Easement Letter Agreement Fossil Creek - Texas equipment and materials must be removed from the Easement Area and stored in the approved staging area(s). 4. With respect to the construction and installation of the Facilities, Grantee shall cause its contractors and subcontractors to carry, at their sole cost and expense: (a) Workers Compensation and Employers Liability with a limit of not less than $1,000,000; (b) Commercial General Liability (including contractual liability) against claims of personal injury or death and property damage affording protection, on an occurrence basis, with a combined single limit of not less than $2,000,000 and naming Grantor (and any other parties whom Grantor may request) as additional insureds; and (c) such other insurance coverage and/or amounts of such coverage that are commercially reasonable under the circumstances or that Grantor reasonable requires. Such insurance shall include waivers of subrogation. Grantee shall provide evidence of such coverages to Grantor prior to any entry upon Grantor's Property for the construction and installation of the Facilities. 5. Grantee shall cause its contractors and subcontractors to protect, indemnify, defend, save and hold harmless Grantor, its successors and assigns, and its directors, officers, members, representatives, affiliates and employees and agents, from and against any and all losses, Iiabilities, costs (including court costs and reasonable attorneys' and expert fees), expenses, penalties, suits, judgments, liens, claims, demands, injuries and damages of every kind or character, relating to or arising out of (1) the work performed by such contractor or subcontractor with respect to the construction or installation of the Facilities on, under or about the Easement Area; or (ii) flying golf balls and moving golf carts during hours of operation of the golf course, from which the risk of damage or personal injury shall be assumed by Grantee's contractors and subcontractors. Notwithstanding anything to the contrary contained herein, such indemnification obligations shall survive the termination of this Agreement and the vacation of any of the Easements. 6. This Agreement may be signed in counterparts and all such counterparts shall be deemed as originals and binding upon each party executing any counterpart and upon their respective representatives, successors and assigns. [Signature Page Follows] -2- Easement Letter Agreement Fossil Creek - Texas AGREED: CITY OF FORT WORTH By (Signature): (Print Name) , Title Sincerely, CF FOSSIL CREED ARCIS LLC By (Signaturg�° -- - f� - (Print Name) Andrew Osborne , Title Authorized Signatory -3- Easement Letter Agreement Fossil Cheek - Texas Exhibit "A" Plans and Schedule Attached. -4- Easement Letter Agreement Fossil Creek - Texas saw am IW IVAVVd AW Ao CL Z81►E`X 91.4ZG "W d0 11PNd ,lLp Up Tj Re H�11 9EE `� b Lc + _ � � � Y�Y►���i�i����i�9�iB1�1� II - _ f � i�g r ,� m n 1 - � �- I I -fr II mull i! xal nTTfT I� If71f 1-flII I -[II II III jf-L I11g1 I till! i 1vw-xa-Ian-cs-�ssr- Ic -Ivi eric.��vi,a Y �,�, �� u�d��e �hca-rie x u' �ri �iu5•, sw+umu��w�c !�a n..�a RnM R44?[fi3' II�7bX��Mi_6.w s d n 0.�h�Yb. A'� R A N A V ''I1S!ORNMEN-11julum 1i11 IltlllEtl#11�BREIEE1 111M 1E11 ■[IIIIIEI �° � I4tim�tne�rsgC�uxC��I8.ga4.;:cT� CITY PROJEW N0 OZW X-20" lei= e if 0 #0 1, fii pll�MM PPYYYYY�yi3 a � �EOii �8R ,RM as�l ° 9 '+ S I g I I L^ In +all e MIX MM D811031VW A m 81. w.11 I S ® 1 le9xi6 %aI€B[H€ R t 19-1 apt io - i- I 5 A A8} Te y l a — aet►z-x 919M 'ON JaYAWd A-W 0 g�;j � 43-13 VzI € N I � YgY pp iC 'F 1 gill, i�6F * .! p Q a C 960 a f' T k A� »4+'� �fio`h-iai b w u'4cc mss-ra �:��ulinrvrr a ei.+e � P+MsmyssswMPwi.��es-g qs� Ass a;. i0'li[}+n'P L�q s�Fl� ett k+�I1MiL s- 1P-mil�Lw' PS -Mess' �LZ- � m.4 ix-xe/F FA nry O O j0 S mag WE a' Tit N %0pgaq F I !f 'ig3�1f i. r -- 11111 +��% - ![ eyf ri yj F/L ELEV CITYPROJECTM 02M xv 01 � • i p xie—a 3I Pt 861Ya-X siomo 7pN �y31�DlId .S/kJ u, mild Y alr ,B€lk t& NJ r _�5 Oa<fb I I a€!ae a 11ill"I Ilk 1 os+se vas 3Nn ItaIVY ! 11n "I T tR FF fill _ �— r 40 I Ll" ;PpApt r I, I I .ISY-F31 -I�-aP"14�fa4�N.tJ�)OW��" Y��ESYIsao- y1p'J11�} JX*C-X MW t W JOAVW A,19 LO ° d�� In ml A-:n d V�3.41�!'S�'R'b lw PMi M-g-f 1�WN>+V M,W.gs�y�0 ti+0 Page 1 of T D2130607M 3tY4i20183:41 Pal PGS 7 Fee: $40AU Submltiar: SIMPLIFFLt; EMeatronicalfyRecorded hyTarrantCounty CierkinO ieialPublicRecords � fPtwr�er r e:t. Mary t-Olt€50 Garcia CPN # 02;1S-upper-l3lgFoss211Crook Drainage Basin intercepts .Impa'c+MAmunta Parcel #'1 SE 20 Westren Center Hivrt. x fl:ook 1 5annll Creek phase III Addit1uta r STATE OF TES i § KNOW ALL M €IQlaPRESENY'S COl3N lY OF TARRANT e GI O tyrl wt_�_TH �Dgr/ %D�a!s, DATE: September 20, 2017 GRANTOR, FOSSIL. CREFK: aGVAY . IAD. GRANTOR'S MAILING ADDRE4d'6ding County): 1670 KELL 3 PA�ak STD, 1TO ttELLER, TX 76;0 a 1 -{ GRANTEE: CITY OF FO RTH GRANTEE'S MAILING' W SS (including County): 200. FORS TARRMT COUNTY. TX 76102 CONSIDERATION: Ten Dollars ($10.00) and ether good and valuable oonsideration, the receipt and sufficiency of which Is hereby acknowledged. PROPERTY. 139in 0 16,714 squaw Not of land Situated In Black 1, Fasali Creek, Phara it, art addiden to tlae City of Font Worth, Tawant County, Taxao, as filed in Volume 309.141, Pages 61 & 52. Plat Roccrdt; of Tarrant County, Texaa (P.R.T,C.T.). and being more pardeaalady described! In Exhibit IN% Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, yetis, 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 Lime Facility, hereafter referred to as 'Facility'. The Facility includes all incidental 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 Property and more fully described in Exhibit'A� attached Page 2 of I hereto and incoMoraled herein for all r—mUnrent purposes, 45p)gha r v-14s the right and privilege at any and all tiaras to enter Property, or any part thereof, for iho it gar,_ =- � €onstrucgrrg, operating, maintaining, replacing, upgrading, and repairing said Facil x; vent �lr�ili Grantor (1} uthe Property In no � any rnartrwr terferes irr ,Prry material way or is Inconsistent with the rights granted hereunder, or #Ir it to be erected wiihln the easement property a permanent structure or building, it ra eng, t crest lirrrlted to, monument sign, pole sign, bill rsd. brick or masonry term or wra�ar #ruc tures that require a building permit. However, Grantor shall be permitted to I ail a;t.ttl a0tain a *rinrreie, ouplrrrit or gravel driveway, road or parking lot arrossihe Car3enwn trp� ; driR3ff ahatf oe, r7E�Ugat� to restore the surface ®f the property at Grantee's sole coat se, Ir,;,icring ar#ore�n of airy sidewalks, driveways, or similar surface Irnprovainenim d upon or e4acont to the Easement Tract which may have been removed, reloe altered, damaged, or destroyed as a result of the GranleWs use of rlla easement 91anted 1hwe Provided, however, that Grantee shall not be obligated to restore or replace IWOadan other Improvements Installed In !rlolatton of the provisions and intended use of ill!!!; a Subchapter E of the Texas prti pop y r, & amended, the owner or owners. helm, Successor$, or assigns may ba anulle bikf .s 101 anniversary of the date of this acquisition to repumhase or rearriait certain jro!P iout the use and any actual progress made toward the use for which the property rL Jr Ih. ough upninent demain, and the repurchase price -,%;lJ be the price the city payN Yyrr ' jij r 4w ufsltiorr. 74 HAVE AND TO HOLD easement, together with ail ai Fd rij}gular the rights and appurtenances thereto Ir belonging unto Grantee, :and Grantee's succ som aril assigns forever. and brans da�� voreby bind Itself and its Succezaor and assigns to warrant and forever defend all 3rxl r the easement unto Grantee, its sucossaor and assigns, against every person wh ar lawfully claiming or to claim the same, or any pail thereof. WhenIfr® c+orrlext far nouns d pronouns Include the plural, Page 3 of i GRANTOR: FOSSIL CHLF C ASSOC1Ai1 M, INC,. -a 1 WY I BY GRANTEE: Ai AS TO FOAM A�'#i LEGALITY ., li Nornej. 3Wn" Im Ismci�je�ilon"# 11 p w 7 T13 STATE OF `i,'GXA3 COUNTY OF 'I'Ait-R A ACYNOWL EDGMEN1!' BEVOEtw,th and "igMud aa;; `cn~lry, a NotaryPublic in and for the State of Texas, ot� this daypersottal l irTip 'Feld9 I1 a I t! Imown tonne to be the same pemost whose nattxte is subscribed to the foregoing insttu t flt; — ac-k�owledged to me that the same was the, act of .i< . and that helshe executed the some as the act of said the purposes and consideration therein expressed and in the capacity themin stated, GIVEN UNDER My HAND AND SEAL OF OFFICE this a L) � ~ day of i t��ti�f ti`�i s�"�' Pu ti+y ir1 alad foc the So.�i,� of Texas Pogo 4 of 7 ,xrlkfI-OF T § COUP OF TARRANT � BEFORE ME, the undors�gned atAharity, np5evd� n nd for the State of Texas, on I ay personally s"+PearerE ���j#��� the C1��f �pr�hti3ilVii i:O iiB® :3f� u!9 EI4�Pfle �}Sf8r1who name is o�b6dto the foregoing iiwtruacknovAedgod to me that the tiapne was the act of the City of Fort Worth and ;,;t�et helaed the same as the act of the City of Fort Worth for the purposes eald wmmtdoerefn expressed and in the capacity therein stated. GIVEN UNDER MY HAND At :3 FICE this �`��. day of iubuo lii and for [he State Zex s Page 5 of T r,AMff "A" "101 SAMTARYSEER AS tfi PAll<i'Ei, l -S Being 10>7€4 fes of 1�i siQaia€ in Black 1. �k C`ti4- 4, Pkaa' A, Ifs addition of thnCltyafl7tattWart6,"fat7�ittty,T4Xaa,aal�l"'in' IL•ilr t;Il-€'1i.r�ag�a5la�32, Plat 1Rccords of Tartans CAuruy Texas t!'.CLT.h lac frartdan of crst of€ate€ dm=ibe d in dad as Parcel AS-2 to Famit Cris y rla Ann ow, Ew, , a Tea pan -Milt s=mdiA9 to dip d l Ind in V rm 13OZ2, Page 441, dead RacaEds of iasxatnt Cautsty, Taxsa (i).R %C.T. r panic ularly dmn'bed by Metar and baasads as Maws: COMMMU 7G at n 112 itch kft red P31K dta owtbwpt cot= oa r.,ot 2, Block 32, StooeBlen at Fossil Creek, re addibaat to tl C rd Worm, Tarmatt Coorty, Tura, as filed in Calolud A. Slkle t i54, P.€i i. 4 AH the northeast comes of sold Paacei ft-2 and bciag in the south Rn8€at-a L -W) iimv of Wen= Center eowv -d (12W in width), and being the € V W 4r tilbt w%aep radius is 2917.51 %t and +abase long chard bears N 37123'30 of I8.73 feat: T MCE avwx and III Phase If, along the north lino of said Parcal CL 0f d WV i33-2 and u►aet� the south nm LMIL CeMW ®esnlevead, ins norfhWeA&Ay direction through a �, u t " 4t"', an arc long& of 18.73 fax to tho cmof said cttryo; i F€EId X [ 87°12't �i.% omr and acorn said Phase JUL qjM the north line caf Panel fldi-2 nail.fh' .U,n Ica h R43.w lute of said Wesseaae Genus iioateward, n di€wm of 21.45 f�as a Ir',}f .Is iron tad set with carp ataeaped -Ml, INC ERIM (berebmtter all Idi: �' ut „At set sae tns%W tbs sc r. t�, in the weeattedy line of a 401 wide satnibuy ywvt,tt�tsm , u Ic the plat of axid Food Crae€c, lPttasa 11 Ltd being tlto POINT Ora gGWi .1 flk L--iautrrdttatiaedl.-csoflandi T CR eta ienl� and ore. said Fasai€ C.&, Phaaa ii and avne anti aaraas said P .f, Upts wmstetly and southerly Has of sand 40' wide unjury scans �r cotnsea modtiiatunc� �S t#2°411, " >;, � distpnca of 279.39 fees so a 1J2 lnttt iron sad sax st the inegtnning ! cer%c to the left whose radrus is 355.00 feat and whose laft chord ,'�n. �1'17'1I"E,adlexatxoof47€.45it:ei; !hang mold cum in a mutheasusly direedon thrmSh it ctatral metgle of 8311214! . ,an Inc leogdt of 515.59 feet to a 112 inch irva red set at the and of avid curve, 3 85°53'35" b, a dis we of 268.$7 fat to a U2 in* imn rod set in tine east lime of said Panel OS-2, sire being is a west line of a Croat of 11W desoriiatd in deed W Cy Fossil Lids Ateis l.l.C, accord S to dw. deed 61'ad in Instrumm 013214217225, 1?.R, EC.T.. £roan which a 1i2 iocb ieva rod found at the nxm autheuly mytheM mmor of said Fame] OS-2. also bdng a aart'hwan comer of said CF Fo" %%ck Areis LW tract, the mtheast cot= of said Lot 2, and also braing the southwest corner of l,at 1, fliock 32, Stone gas as Fossil Creak, an adds iast to tht t V of Fort WOCk Tarrant Cannty, Te xak as Mod in Cabinet A. Stide 327 PJLT.C.T., bears N 08M'21^ ]3a disuma of 40A 1 faar TMNCE S 08*21'21" W. emanuing over aW alms avid Fossil Creak, rinse 11, Along the east line of said Parcel OS-2, and Mon a writ line of sail GF Fossil Creek Arcis LLC !rack a d dancs of] 0.03 flat to a 112 imb ima rod set; S6ax ads F"['AI t4S1s Pugs 6 of 7 THENCE coatna uing over W across aid Fmil --mc , Flute a 1� ' edam- pmvei fy$-2, taro follow€og eouroea om d€.stetacm; i,13485.3 W' 9i, a djMwA of268.13 f2tt to a in 6t jy pd at dw 6 ofa rsrtve to flat sigm whom ri4m is 10 Aq7-k whom lotag ehtsed 440N"*17'11"W,AdisUmccof984.731het; Rlmgaaidewyefin aflmdFastetrt3ydvak lwurr mpleof03°12'49', oii me l�geHoP530.11 J6%Eo a Ir2 il& 41 b tQd. L - wdofmidc rs'e; N mo4op 4r w, ® dill of iBu,SS an 'n{ r. c in ewe in fhn nordt Um of said F CA 03-2, OU* ining dl ({MW liae of afte7�tlprw cai� 9 CLrter 1'�7 lipyynl wIY whioo ! NM twil f"W in sWd R-U-W line as dw nordHwal corner of seed Parks M-2, Aso bettrg ft matt car= of Lea 2, Block 41,&nnwOULof Form Crew{ itdixtothsCityofFortWmdi,Tatnw C'aiaz W- TeW6 as itieu in dd . 0-202, Page S, P.1i i.C.1., mace M 8761i'33" W, � LEicweco irf l Ini. THEN 3gr]2'33-E,[ommyAiysaidFossilC4—%L—Fuuotr.ofur%tw smb R-O-W 1qu@ ofaaid We-sim* . r�t LTc✓atd mtt3 slow thowrth lies ofaeid Pa ud 03--2, a dWanoe of 10.05 fret ,414& i'1 ' f OF MGMMNG aatd cye[ainNf 1%714 etjt m fW u 0.246 of 4a ruo 4 (+mf. Of L 44L +� Jr RAay 1 �. 2017 ry T1ltngn W. Skrre, F=; . i cLsf Aap�1�4 '� 813fff }-, o4 "Y" en it. y 92, 2017 E. r -r nhL�rt hetison ia'ter Eta Atli tVotth of T+wr. �_aurUlnti� System ad' igII3 (Nw1 h' k �k�NR3B9 (2011) Epoch 2010) as dadvmd facatty fMm Wnrtgrre DOW 3ysieuu r'. Y -' : d Ggaral ng RgfmmlKe SLedaf o ;COBS) upp Rani Time t{ktntrtak ( ) mathWa. Art X Corn Factor of 1,*W12 w ssa usod to tratil t?'tLi 00rdstiMW &-A Ltabtrsaa to -7 2 [rl+X ate+•{i this tflavVf, ti L"w onsav"cn d. �ke�tt Shod 2*0 Pi'4V 14342 Page 1 of 7 D218026799 2iiri2018 2:04 13V PGS 7 Fee: $40.00 Submitt®r. XSROX COMMERCIAL SOLUTIONS Electronically Recorded by Tarrant County Clerk in6ificiatPublic Records . 4.ca.y, Mary Louise Garcia CP N 0 02515 - Upper Big fossil Creelt Drainage Basin Intercz Sprowmierim Parcel # 1 TCE 3420 Westren Center Blvd. Block 9 Fossil Creep phase 11 Addition CITY OF FORT Wtl.-. °I tsPORARYCONSThuFl€�i BATE: GRANTOR: ieossit Creek Association, Inc r� GRANTOR; MAILING ADDRESS (Inca1,, 167O Keller Parkway Ste. Feller, Tx 7d2491 GRANTEE. CITY OF %GRT GRANTEE'S MA LING Al?l7 � 6 uding County): 200 TEXAS ST. FORT WORTH; ' T COUNTY, TX 76102 _t CONSIDERATICIN. `,ai L'; , v 5 ($1O.00) and other good end valuable consideration, the receipt and sufficiency of which i .�axeby acknovAedged. PROPERTY: Cl cirl£I 10,061 square feet of farad situated In Black 1, Fossil Creels, Phase 11, an addition to the City of Fort Worth, Tarrant County, Texas, as filed in Volume 388-141, Pages 51 & 52, Plat Records of Tarrant County, Texas (P,R.T.C.T.), and being more particularly dasnrf€bed in Exhibit " A", Grantor, for the consideration id to Grantor, hereby by 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, in accordance with the legal description hereto attached as Exhibit "A", and Ingram, and egress over Grantor's property to the easement as shown on Exhibit W, It Is further agreed and understood that Grantee will he permitted the use of said Easement Property for the purpose of rehab P111 alrrr of a wastewater main. upon complat€on of improvements and Hs acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. Page 2 of T TO HAVE AND TO HOLD the above described Easement 5�rcw together with, all and singular, the mitts and appurtenances thorofiq in anyway haloril.i j!t ' ri , i, brantee, and Grantee's mccessors and assigns until the completion of construction kd-- ptu a by Grantee. Grantor hereby bind themselves, their 1%rifrs, successors, irtri �agolo arrant and defend, all and singular, said easementuntoCarer t®e, its swtiLe,scrn . 'I, , against every p®rson whcrnsaever lawfully ciafrning or to claim the same, or ai(pa Frr.> f. Page 3 of 7 GRANTOR: FOSSIL CREEK ASSOCIATION, INC. GRANTEE: Cityal By (Signatutrt 9 . (Pjin 0 1-%V TitlaA§66* d AF40 L! AS ;FRMk1N1,1D1 LEGALITY ;IL anjo) AM THE STAXE OF TEX&S. COUMFYOFTARJtA,��' ACKNOWI.ZDGAIERAT' BEFORX M �Uudwipp-'d autbonity, a Notary Public in and for the State of Toxas, on this day personaAfly appeared �j" j t' 14.J�U,1.1& ... .. .. ........... Imown to me W be the same person whose i3nme is subscribed to the foregoing instvu-�xfhit� Edacknowledgedtome that the same was the act of-r. C. A * j Tmo— and that helshe executed the same as the act of said the purposesafid consideration therein expressed and in the capacity therein stated. GNEN UNDER mY HAND AND SAL OF OFFICE this AID day of `ram 2o!7 Mobe 20t4 t of Public in and for the Texas T Page 4 of 7 A QXW ALA STATE OF 79XAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a OZJV{ i 1111 in an �lo, the State of Texas, an i is d �)Qmcjnnlly appeared 'P, -�� "o' the City Dri vvWh, known to me a the servo person to A I to me mow whose name 19�2,rr!Md to the foregoing in0reMil9t, and acknawledged to me that the same was the act of the City of Fart Worth and i h ;rk;!lxecutud the same as the act of the City of Fort Worth for the purposes and can,3,ide q, , k�f I 1A sin expressed in the capacity therein Mated. GIVEN UNDER MY HAND Air IIJ!!�&- OFFICE this day of A 2�3 41 Ntary Rubko Inandfor �th, State Texas Page 5 of i i "A" ")(1' TE'MPOriARY CON5' VCTIO Y, 1 7ir PARCEL I - TCr deius 14,351 ware fLME of l oA situated in Black 1 Fpt rr_4, 'I p;c 11. an addition to she City of fort li ea, Tarrant County, Tawas, sz L©� e -141, Stages 51 & 52, Plat Aecorda of Tarxrnr tWaeniy, Tarns (P.R. 7`.f, 1, and b a pBrI:CII of n erase of lead described In deed no panel (7 2 to Fossil Cta;ak mcies7)r f) tit Auooiotes luo., a Texas 4011-pfaflt corpetatioo, soeording to the deed i-t 'r'r, ;ae 13022, .Page 441, Heed Records of Tarrant County, Texas (D.R.'1.C.'1.); c mnfv ptin.-ioi.aly ducribad by tuetu and bounds as faltowsr CO14 M.u.''CI Gr at A IQ inch lion rod ftgria rlcriitiWer( con= of Lat 2,131uck 32, Swacgtca at Fossil Crack, an addition t+k out Worth, Tairmrt County, T>mas, as fled is Cabinet A, Siidc 1 l54, P.II T. ' f 2l- 'n northeast a mar ofraid 1'aruel OS-2 and being in the south k4i-oP ar of Wa mem C:entor 0oulemd (120' In width), and being the bag o1�r yp'ar_a todius is 2917.31 fees wW whose long shard btagrshl 37'23'1�anar of 19.73 feet, THENCR over and sees sd ell C Phase 11, ni.vag the rscrth lira of said Faroe[ 03»2 and along the soul 1! id C+'d+tetn 4.en€et Boulevard, in a wtBhwcatarly dirt Woo, through it a} j, W22'01", an are longue of M73 facet to the end of said curve; TI iC9 N g7°12'37 i rn,nmg aver and smosm said Fossil Crack, Please 11, along the north line of Said � and along the south R-t]-W line of aaid Weslan Centre' Hnulnvutd a diatot or=71, fade 01 ate "X" cut set in o att&04t at the ltortltwert 4Crmet of a proposed 10' s ue mn tnnr and Was lets POINT OF BEGINNING of the havoloaftur Mod TIMNC11 c -wimp mad aaaea said Fossil Creek; Phase IL and aver and across said parcel -2, 4 rho weatody and southerly lime of said proposed 10' sanitary suer cascnrarl; 1 l E corrrass reed distances; S tit®40 t" � a diatanac of Z80,55 teat to a 112 inch lean rod sat with cap vamped UIL F-SM ' (hereinafter all 112 inch inert mds act ate mtarked the soma) at Ilia noshes of a raugent carve le lira left whose radius is 365.00 foot and whose long chord bears S 44°17' 11" 1, a distanco of 484.73 face; Along amid curve In a soullacaskdy direction through a central. angle: of 33112'47', an are longlh of 530.11 feet to a 112 inch iron reed set at the rad ofssid curve,, 8 85"53'35" B, a distance of 258,13 featm a 1f21rch Iron rod set in the eau( lino of said i'atccl OS-2, also being in a west line of a tract of land described 14 deed to CP Fossil Crock Arms LLC, au^eording to that deed filed in Irahurnant IM214217225, D.R.T.C.T., from ostrich a 112 inch iron rod third at the trot anu€harly northeent cocacr of said Parcel 03-2, elan being it Rorthwear corner of said CF Fossil Creek: Arcis LLC tract, the soutlumd carrier of staid Lot 2, and also being the souhweat comer of Lot 1, Bloats 32, Stouglaul at Fossil Cmck, an odiahai to ahe City of Fort Wm*. Thereat Canary, Taxgi. as filed in Cabinet A, Slide 327, F.ii.T.C.T., bears N 09121,21" B, a disesoca of 50.14 fiat: TII1 NCS 9 0812171" W, continuing over and across said Fossil Caeel4 Phaao 11, along the east line ofsaid Parcel 09-2, and along a weal ilne of amid CV Fossil C;reekAwis LLC (fact, is distance of 10.03 feet; shwa W3 MN 14342 Page 6 of 7 TMNC,R continuing ov= and acmi sold Fossil F:rack, : ".sa it Yh N across said Panel 08-2, the tbilowing coursra and distanLae; �i 95°53'35" t4', a ilistaiLcc ai2b7.711 Fati to cbc txiLi� ''yore eganF curve to 1ha right whose radius is 375,E fed and iuMin =UnK -h7rr 144°l7' i l" W, a cllstaaca of 499,0 t Att; Along said cntva in a noithwoa#crlg dli ' auL.,. raI angle of 03112'49", an am longth of 544,63 roar rrt the cwd q[ I Lirn NO2*40'47'W,dpdirte=of2E1,SIL iheLart asofsaidParcel 044,also heiisg the south R-O-W lime of earn Cantor houlffmd, *am WWch a 60d nail found in said IC-ID-W I.�a 01 . nar#hwc&F comer of said Pima[ OS-2, also Being Lein nwnf■em■ 4-1 e f l.e# 2, BI rk 41, ,Seano a at Vomit Croak, as ad"O.4 to 11Fe city of Surt ' -w G ®ernty, i—. as iaicd in Yri3ar€ia 3W2O2,.Fak* 5, P.R.'%',CT, t-4 " W, a difla"WCOM0,S'S fW4 THENCE S ST`l3'S3"' R, oOlullft&4 . r ra said Fossil ak. Mao M aiw* the aDuth R-G-W lhu airs bd WwWOr. I�r 1 vAd along the €Fc lh Run ofauid ➢owai �t1.2 a diAssnaa of 1705 feat ip p� 'y EtRGir4MING MW cowbft 10,861 Lxata feat ort1,249 efen uro ad ' ;m May A 2017 fhmon V4. 4rn8, A -, 9 I WN # Tenrm AcUlslraMri tl, SW Sumoyedon1htrlt Yr l y12.2,017 auR+ 1 Flriolnus" ■a2-1 JIMan refer to GrW Norlb of She Ta. Comdriats System of 1 iPiorth �'ar2 ri3. I' 12011) Epnah 2010) as derived $0cslly from Woolam Data $nl.ft - unh lir Ojmraiing Rvi'vroWn Stallgns(OORS) via Real Time Nki®ma �Fak) of ihmda. j* iP4 :oannation Faator of 1.QW12 sutra used to ocate o0ordaaiea aruj Jir;aem w Oii C, Ii. an Ws awvoy. e L■p■ FuDa b, SWch &Fast #.0 NTw 14342 -[ TF Bp�� 7p.� MACmat R40.�M �, -�-- "'•' — g�y"3, L. ara twm a mx T . - - f.Me.r �Nwr: 4r Fu67 i G4mii xasa: dAD� i�'!e4! Si::4lE 3 -= i Q0` � �9 {:ta1 " C��.cnioy a.,..., t�fs�n� w 5}..�ie..r�74ee � y -B +Y.+= ow. ".rr.�. tx, axr=9+� ce�mnw. �.�� or n 9aQ�'�uRt.,dt�dx. 4.,.. ew 6?.6— t, Cv7 SET LGr 2 ax 47 >-1 b: CCNC 7��+•'��..m.+rrnaay.�wzar��mimrewc a at sees-202, P.R.Ta �. Z7 tt� 4'>LL+ f .air P. as a j Lail s. exA,;34 P 7` si f-ar R. L£K 3r ;iaa'a'i f'f i F "R �pf�(+ �, } s7aslEccE,r aT f� ;6 s7;,., a -icy vac —2za PC. ="RARY� A �C�N U. GreeGm L.alh h`£:WR"�1'FR GF $k;C i may+ �+�• 1�.-,+�+ f2R53ft CREEK, Fit tt � � �� �ii.7ls.�l■- S �. A.i?FC7 9LOT L OM i Li aaS2!"11'c as 31' i a� &iqi Fr a+�` a, : f= ]t�sYL SrC AEGi E� Al' to ate Cry cr I - "ate 3 FUM CRM L3 5Gr19°991r 70.03 �• Ttzk% u filed in °VOtm= IS•141, i i - A SLIDE .3.ai - F=4 caEax Parr �r� r* v n� t m a t cssa y,raaa P �.T.c r. a. sartx c.os 1 a»vr7rs AZW 41 . s � 1 • 60L lm-. PE A49 '7q Cum {NWlh kaeiar br4e �S.oeA A!!(kiN C'adsC aJT.YC, r: ''ir, f('® •v 40• 55 ei ei7.ss` (34973t'IaaZTa1' Nl7s5'a9'99R tui9' 4 SOL m-rfr. 268.73'........- �.... � .,..— rpVs !a�!_txrs�n! . . :� tieea x � IE��Ufi Bi��� €: r!�Z�a�� i ��=----z�—'�..�,�« " _ _ _ • s2W �i.It&."Wo m4h+ suk. em 7.sa r Oak& 4lap is, 2017 Pq�4�'S4s�x* FsAYfs¢fiy4oexaxYS337 St5357. CAfEa7 9RUEf!'i`f OxnSA$ 1.$s�. �' FG5531. cqY�[ s tae 5u d nd t4sG r PVE�' iP7.336.STi2ph OCT.T$'2?73diz �c, a rarma rmm-prare4 emy. cc J02f4 r=zu s�a+d { aaL ruaz2 rc sail. caarcr. (pxx os-rf o.rrcr Ai¢ir It 2017 r+aw.ei�0�a.rere�(YAFi.55amctrmGresBtew9�366 4 - _ 9 Alm RW 14-W i 5ME£7' S OF . _._ .. - hi>•® lwwdrii—e.tl'.m�l iu#1 s - Kl' 7� r��er Page 1 of 11 =902SUS 21112019 511 P12 PGS 11 Fee: $56.00 8uhmitt r: CSC 4RSC0RDi vu S0LUT!QKS Electronically Recorded by TarrantCounty Clerk in Officlal PuNic Records Mary Louisa Nicholson CPN # MS - Upper Big Vesd C100k ID r ldlolrge .R Wa iarertfvffir Imprawuneahi %roej €f 2 S 3401 MbTim Dr. � Hines 1, Lot LIA2 Va l Creek se IE Addition STATIC 0V'R'VXrt.S 1 1 KNOW AUAWN HY "IIIFSI, PRESENTS COUNTY OF TARRA G i'i ALAMO TITLE COMPANY t r 3k)i; i' WORM DATE: 2018 � GRANTOR'S MAMMO ADI RI k.(finluding County); 4R51a.8J' VW 1-,6.Tg D41.i.AS, T1ALl OfOLIN i'TX 75 24 4 GRANTEE: CITY OF Ir(FTFtT k'V'9K I GRANTEE'S aADM SS (ittcludetng C nty). 200 1XXAN ET. F0R7"*W#i, TARRANT COUNTY,'TX y&liil I t_ONSIDMAT109. °rei).15ollan ($ 3 p 00) and other good and valnablo constdeaation, the nugipt sufficiency of which are hereby acknowledged. EASEMEWr AREA, Delin 2,050 Ruare &ot of hind. situated in the a# or Mock 1, Fossfl Crwk, Phase 11, an witlitivil le the (Ily of port Worth, Taa tat Cne�ty, 'I'rau+H, as Mee in Votomt 39&l41, Fnger, 51 & 52, Phi. Reeoit of Too -mat Cam, 'liana (k'.it T.C,T.), taaid behig a Raritan of Q tract of land desedhed hi deed to CrF FndSll Creek Ards LLi , a Dekware 11mited Nubility Anarapany, amording tO the 41"di 15kd in ImI mment #D214317229, Deed ROEMTs of Takimut County, Texas (D.1;.1<'.t".M) CQzulgeg _ )t web Eawmeat ,At.r,'n Wag wore pArdeakirly alemribLJ in F-rhihit "A" attaeWhereto mid incorprated herein for all }iurpwim. Tfu Eamment is not a blanket emumcnt. Grantor, for the coasideratioat paid is Grantor and atf>eir good mA valtaable coastclaration. Weby grants, seffa, and conveys to Grantee. its successors and assigns, an exclusive, peqetuat casement (the ' fir ') for the construction. operation, Maintenance, replacement, upgrade, Parcel #02 Sew Er=umt Page 2 of II fkail repair of a Permamot Sewer Line Facility, bereast TOwed 16 U-T99W Or WMfi=3 —1he FwUky includes ad incidental tjadftgr6und and- silovrground aftwhmM, equipmem and appuntnames. including, but not limited IL) mm1hulAs, wAllote MLM lateral Eno conmodons, pipelines, tuxes in, upon, under ind Amos the ':'itsernent Area, togetbar with the right and Privilege ofingwas andegms C'V(W rJtUa&'ALhq�sty, or any part thareof for the purpose of aonstrwemg, operating, maintaining, EcVIwRi& uW;%ding. and repairing MW Fadft subject to t& term and conditions of this 00" cut SkWCI Facility Emament (togethar with Schodulc I attached hereto Gmtes shalt be responaNd for add. cons Of degi PW9 (WJ -kooVnKiing dw Fscffitits, including the con of any surveys or legal desedptions prepwM to coonection with die Emment. By truer agnement "cd of oven date here—wR16 Ckudix and Qmtft Imve agrc" d on plans and schedules partauting to the kitial comtruction and kataUdIan of the Facilities and roj'WO rowtm In rw event AL211 Creator (1) M AD PMPC" lazMy4tMW which inwines in MW Mat"jal way or is inwasistent w"Ith" the dighta "a6ftai cwxkzi orill} crect or pmm* in be erected wkhiA the Eamnant Awa any tree or lra�ai fitrhwi" or building, including, but not limited to, Munulwnt *a, pair sign, billbotffL brirk uF rossonry fences or walla or other siructum that rtquire a building peirdt. TJrL* .pmr; - Qr*ot shall bo, pwnhted to install and maintain a con=te. *pbmlt or gr4Lve-1 driwvvay, low] 6C parking lot across the Fmeanent Property. Cirautte shall be 4jkoligaied to M54GFC thn Mk*xB:of the IYoperty at GmAeci a sole cost and expense, including (ho rest of uj kf: &kle%61kv�, driveways, or dinilar surfiace improvenmuts iRcated upon or adjacent to the Easamom Am which may have been rewrv-d, relocated, nhered. dmmg4 or deaoDyed as ti, rrmiWofft Grantee's use Of the f1vigehilcut granted htmuadez- provided, however, that boawiq initial 4onstTmWon and iTatallution of the Facilities by Gramm Chantor at its aqwtVir Wid expense shall be n%ponsible for final grading, irrigation, I r4ndwitping sand wgeAR& tik tril ure the surihoe of the Easement Am to Grantor's satkfact ork ini(FLIJWby Grantor after the dew hmeof In vlolulonof the provisions of W6 A"imt sand iatcMod use of the Basement. TO RAVE AND TO FOLD ft shave-'Oescdibcd Eosenxnt, 8 5dher with all and Singular ft rights and ippurtenn= dhmto in fit-kyway belonging Unto Grantee, and Ckanift's SU=SWrS and assigns fortvtr, subject to the PormMed RuepOCia (as defined in Schetluls I attach ho-moX aLmi Coantor Lh)es hereby bind A5W and its succosors and (43 wunint and forever dell nd all and sinplar the Eawment unto Cmatm Its wme&wrs and assigns, agaim every person Whonwever lawfully (,Im;l ,in& or to claim the ganip, or my pwt Kluof, by, through or under Grantor, but not otbenvim sabitet 0 the Vuavttcd Eneptions. When dm conhem requkes, singular nouns and pxmouns inclu& the plunL 'm'L� 01"N tL ATTITIM APPRAIR 0 NTHC IrOU4WING FACM Facd #D2 Suers FawxHmt Page 3of11 GRANTM CFW) OMI, CHEM ARC1& LLC By brine Nam) re+r aujpumo Title A€xthori%ed Oi Vator^y A�ts.ir'irlUt=M[�1�:N rr STATSOPMUS COTMY-OF l BORE ML. the un rilgna! buthOrhy. a Idolarg{ POWO is and for the Stale of Texas, on this day p nailyVpcart.A +aVlreK'Debarne ¢he Authorized Signatory . 4f CP Ft®ssii C=k Arcis LEA.. & gcle+tmm iinlited liabilit Y ots mp1tY, known to ma to bm[be same person whose nma is m*. 5 ribm 10 the foregoing itmm mcnt, and ackm W1,tjged to tlli that the &me was dire act 01 ADO itmisrcl 1111A I ity CnMVMy, and ttmt hetsbc executed 16 some as the act of sold 11mited babidt v v4ijuOL ny for ttua pulposes aW eo i.3€ rat, nt] t in exFrcessecl and in the capacity ti io 811 Ce ki. t GIVENTJNDubk MV 11XM AND &M.xi, OFOFR this day of NI iAm for the State of! exas �io�Flli4lWYnN.• r�roo a�u���1ts 1,4�GG+1'��a;Fa14PiFaP�A� � 4 s 'cal Mn Sewer Fmmem 61LANTE& Ci IT OF F DWt WORT9 5 I rirrF u ►'' rraa I V j dS.t9°A tii� as e,�r►i..x l ����� �rr�lA�r.h�:�ll,�'firi45r I aAu f{ } __ _. _ r We »,AIM ,# G EFOR F. , +t`r% Wersigned authority, a Notuy Public in and for tip, Sias of Tem, on this day Prmorually arrPe. Bred Gf the City of Fort Worth, known to m to he Iho same person whose nam is subscribEd to the. fon oing histtxam t, and knowledged to rm that ttro sma was tirle Bet of tle City of Fort Wmill :md IlM hivshe executed ffia vna:na of its 0 For. Worth fbT .. F' � .. .d c€sn„idbr°adon therein mpressed and in the cnpneity themin sWed, WIFi OF C:i'IC this -- day of Notay Pub& in =I as s{,r 1Ivi State ofTe Farm ADZ Sir P.J!ml 1 k Page 5 of 11 A iiArn.��2�rr. STATE 4F TEXAS BEFORE ME, thr 'undersigned autlxarit , a M 1m}-Pui ru in and for the Sty of Tbxas, on a& clay petsam y "a -ad 5: � �_# eil pity of Fort won, known to rm to bp. the earns person who" W= bs. Aod to 01C forspiq hLMmment, nd ackaowkaged to me dAt tiro saute was the apt of te. City vt Fort Worth and tht Wshe emmaged the SMO as Ik UM of said City of FOtt Wei for the PUPOMS and consideration fl=ein expmsw attd iu the capacity therein swa GIVEN UMFR MYHAND AND ;iEAt Oi , CE this ��k day of j ' V�otMY u ih hhd far 11it State of "WL — parcel #M Sege t L;prtr+iGy;�� a TkFafflitivs sltrall beburied at a sat 'tciow &pth a* that tlwftgp QE tll# pire ingiU be at IrAst f"--eSbl inchcs (4" below the w ithlu 11W F atoitmul Arm, wd mqf op n Llern or ditch rhallbe safe Sand Seem dtllug Lmulmdon and Riled with call end tlaripeO gild Itpnq crmvpfsfivaa, Amy sialdog of eK402 shad be paotoptly corrtcted by Gramm at its sole cow and axphoik w'1ftt gwb am remains At least level .vptla { sllgfitly radsa�d aa�vc) inrrqua�ILtag i�ad Any. OWLIR- i tw-h. s}° IVE1 uplAwd shall 18 pvnupiiy cim ecled by OraMm�paat its sole oon and eatpafta� au HLR"top adt ties lydtam fi,atli ram At Imt 48 irwhas Iir-m-arh It* 3;Lif wo of rife iuA iwitivna ion : ssom ni An&A Blasting Of My kind arc ii h16'.0V JR171111W4 Sul ar4LkT Asa CUCk=t4rtM ShOR any dynsaeniea OF rather r4ptystve atx M65 i iaa fined fort bEe rrf m Jkrk* 1-, ottm ham fmovions erseountered alrui as 16WLv9 for tha syme m iiraoiiktlon descilbad mmin. Omm shah have tip ; ltilt fir icwm M04 10 and from tho Eagcmnt areal only Can dw Inked Moses described in this Agreement 17cr�"tning No right of inn and mgmw. ommo s6xll tip :; t .icnt,l� ex t aaLLd neiva rt thq pgrlioa of the Sasemm Area boipg aoeemd, but in any event arxingthe road fktsttzwhiebsuch mcesswowAlukfrtibefcNBedisturbance mW di ion to"00HComm Use (H defintd below), Chantue gxrw s ko j tmAda: zmawk6to mar" n 93 W mtor of lts ifLfekt €6 t®r 111XM g F�Trr My of r# +,ire,ruae Azar fro• Orly PU4WSO Omj t4 CA30141DAft With 09119drn' or its rtpre tenLhtly prrnivad, 1Lawe[voi u(al wjk" shall ra be requimal under emergency circDFWanW& dM threateTs UMMLL i:eaidx, the euviromlma alai frolic ant Jaromp (so bag as GraAw provides Gnntor notice as swan u is praaitad ttteree ')- Grantee A&W hawa aha dgW WIkInr the FASCMkW AMa 4 Material eba o so long N AAY ti h t3hMMCdOn anC1aRgC a W IlelorftbA W4 des Ufficiency, Sam artd approprimo rrysAcaa of the t; providtA 1Lcasnaver, OranveL vi7rn+z+1Mge& €hat Gr ar's Pmpedy andtor the EaatMM ffta Cmvmdy ntaias r;r;,ixia o,6sting iialiai95'SrKattS, dacIwfins, without 1pmslgtlatt, barn , driveways, rrm, shrubs, planlm and rAff I nirrl,caplot bLvah. and vegaafiw, irrigation slid admina *tea ad asystesn% cmmwx and &VWt ,apt WAL9, LMkd ltajn6 1>lM6 &Rd WW cvalW Fe¢tMS, gait crxaea epeMbbty &W9 %aayg SW greens, raugia, tee btrxes, paaL slm mm and pmalcaa raw (collectively. ad 10cltt604 any aMtkms or mp Itareol, the " u.1111if �10Pt F' . D muterltlastattditag=ttyininil to the Ctantrary .ranfii tl in this Aga t sat, ; ivorrtrA hemy.. } im= to the Pitst, presort clad futatro cootimW xxtsteaea of tip -xi t; ietg Improvements and the �iw. i6welop puma Ltdad ec1j'G)— ,rnt of rotar'ts Y and the fa aunt AM as 8 galf course ftcffity of of (coilectively, " "QuO r o }, anxt Q agma to regalr, at +:» acme's eta cost and axi a m any damage, to the Easamea hmn and the E.xisllu$ Improvedw9a taused by 's itssm'Itti€sn, conttfffictm iPj =grim r'.anm rem, reP!*-CM n�u--Val or LISP- of tL- lase —am Rout to ratcorre the sates (innjudkT, WMottt linaitatpoo, the Moire) 10 its cXi lnal 40ftdifidu {itdchiding, without tandts6om air, replacing trats and re. -seeding the swlhm to a immugr reaamably ap °oved by Grantor), except with respw to the Pem[4Twnl1ntloa Lowkeaphag. With respect to any r t involving iatrruarpi e� (excapt fet the Ftnt-::aeait®do;, ILAndgckpin w'biC[I Grit is rownsfNe. 43t`entee 89fees cat rase or caum its courador to use only a hadwalmr ap vv*d by Ga wor ao dw exkvt possible under Tans law, W tw ever,L abed GrMkftChaAV the SfAdd daNY PrOPCOY eaesurtb by fb0 Ea5efE1eta1- Errant aelmowtodges afad agmes that clue to the pi=q tree of GMRtW9 Peopmy for Golf atraat Usa, Beare is a rill" of pmonal ham ax injury ftam flying vii: balls and movias gag414rti an seed around tha asarmat Area during hours of operation of the golf ems& GWMI e, `,— [ta eanplayoa', roofs rW and a[litf persons accessing the Ea;sentead Arcs coda this Apmnatnt, h by agrees to assum tip d4c of dim and personal injury iitrtfa access of tire FAsernant Am and hereby relimm Gratator fmm any wd hid liability mhA ng to 's 2ccess of rite Eauunem Am or exavise of floe eawmew rights wanted hertim Sewere Page i of 11 �katevitbatrert ng anyt`in¢ c hied herein to tho rowsry, no use +1(1W ]3a9Rerlc[1t"be utilised or allowed in a aeftnuer that unreasonably burdens Guaalm's a sigma jroput'y, interfaces with the iratpenvenents located thww1k of the golf Ctatrss Use or amanaanei}ly iurchveuirntas Grantor; or its sla ssaars and asS%M' ttveen&trs, ghats Or igviteeS. Grime ShallrW4 RUM kOUKA s§le gffc M to Adilifflize distaption to the use and occupancy of aarantoes Pr4pottp and any peal h"wc ntyacetlt tfra'rrltL 4'ir'rrrlees A* to use the EaScartant Area is aatclusive, subject to the x�6 4tv.,{r bone, but Or&" rs sm es for Gexntm' and its SUOMSOrs Vad assigns the tight to ow,, tietaipy nerd cntny fink or ;part pf the Emmm. Am (including, but rtot Iltrtited to. use for Parking, driveways, lwhl spip a,r InigWoLs and rather itrtprttvertaratt3), pwvf&d that such use, occupancy and enjoyttteat and 0tl6 i ariglur gMF&fl do nor, asatiaI-Publy IntetfM with the raft of the HUM= Arm by UnWrre for the liEWN4 putpudel t*cri#,od Eo ttrlff Agreement. GMMM shall not grant and convey any otbw similar or dissimilar awtAwnu wit Ule'*Lw,tteltl Arts to othaws witImut the PiJW Writta o ca>neent Of 43ratatee, J i3a'autse shall kep the ESSOMant Aga and *4loiulgg lrW d& clean ,anti a of all trash lard litter, and if It dom not, Crattrw agreas to }say Cim=es reasonAA Coll# of pinking tip litter and kush on cilber tin Easom-ant Ate or adjacaot fends, which may emarssen 4%Ua11AMd ee.o oPOtations on theEm rm nt Area. chuntee Shall at all thanes comply th (* 4110 icable luwa. statutes, sulas and regulations trf aay gaavravttwMd authojity kavittr ; i,diction iaeludhlq,without It oats iow all r«Yimmm.wA laws stasttw, rules eruaf eeguladoos of any fadMl. Stara or JOW1 MAhnr(r f utd (ii) beat industry p"Jaleft iirarrtre, at its Bair s sr and expws e, shall be respuwiMc for prw7W'n> 4 qr cauiikig to b0 %. gfmm d all r maary Famsnteeance aced repair' of Ow Facifitiec (and all equrp" w-oe .to rrstlutala and and such Faciiitfos) in a goad scats of reptrir and in satisfactory condition. 4304111ea thsyl be (I),PeSPOE0111B%C4r sit coats relaft to tha design, knits, icscrellatioo, constructlap, rtsalintna llup. ill r, rrglaceaseor. Opetetion, use and resomW of On Facilities attd (ii) liable for and Shcvil be requires# t+7 rxorirytly wwtore or fear 4 any ah+rttage, iujwry or disturbance to Cffmnor's lMpersty and the US* thea'td ar Miami' t# on, to tier reasonable sulfa wdon of Graatm. caned by Of in Any way AdSiAg out Of Cl UNCei betclso of the cm mint rights contained in this Agteenw4 except for the Post lustaallation Landscaping f'iiar to rnbming ulrrat flnw�rtr's Noperty. Grater ghxil causo its cnnu mts and subwntmCM to carry" at their sole' Cog 013r kgej r.:Il ausr"`mace CQVi 9CS attd In at IMI Wtrltl M $rta6arrts as regD11 L rt by lava, and in any evpu redt>}.xwAgea shall include. (a) Wowkm CompaKation and Employwa %sbiuty; Read (b) € OMmercial O encrai Llrlrllity. Grantee shall pmvida evi&nci- of such eovemgs to Gmtor withih five (5) batsinca days eclair tea entry ttptte Granter's Pt V- eM for the malnWriefloe and Opir patposes dese dbed in rich AVwwent unless fain i*ltxal rang emargency cder:urrstanoes (in wNch cm such proof of irtsmados shall he pmeided as sours al5 Is practical). TL- Du m and ter rights g3ranmd or crmted by this Agreement = atsbjaat to [i) all easetunts, c ovanrtncs, tr UIC1l®as, !dens, encumbmam and any and all anneal of wwd affecting ciao Eaaenwut Ama, and (fi) any rtu ws; dot a curreeot and aacvrate ssrvey of Grantor's Property would raved as VMU as any existing undarg'attttd iildeS (Coilec3ia�ly. tbt Permuted aterotlons"), aW fLratt00 hereby age'rfs 10 obtain any ace $111 teMssaey consents andltsr appmvais mquLmd under the Permitted Fmptiens. 3gatiling contained in this Agrcc=rd shall be construed or de' owe d to Fie a aonveymo,-, gmK sale, dedication vs transfer of the fee dnrenc U in any poxldcsn Of OtAntol's [IaprtFy or of any 00. has Or Other eaaiSMI rim rolating to Grantor or any ""[Wes I'rapt tty, it being the inteudcn of the Parties that the Easement shall be striMly ddrnircel as and for the ptrtp®ses expleRW in thin Agracrtneaat. NOWthsFRtsditeg anything in this AWmment to the cont-MY, is rite Pvent that FWalities are abandoned, the i®seww shall cease and all croon heroin Or'ael4+aj shall terminaw and r€" to GrMUw and t,iMAOf s SUOM, sdrr and assigns span Grantor Conrpicting the customary application prascrss for'the City of itOn Worth to vac" the FASerneut. In the event of any terrrritwtion of this A nezrre, Grantee's liability for dant$ges under this Agreement s l survive, bars € my to the extent that such liability or daruages art: aaribtrted to Grantee's ass neglirmce. Parcel #02 5swerEaswoenr (;MMUr shack bzaave dle liabl, withMt notice or caxt CM of Cara tate+a. LO ab.1 N�n all Cr any PMtWU of 'Urantor's PMPMY tQ To ilard fuirty. GMMW Osay not assign all -r nny rcrlLmn nr lu ruts hereunder wiamut the pior vitiate coed of Grantor, wbich cvasent shag not Lga utucl4atwfa1Y. tvitltltefd, conditinLaed or dalaycd, rill :: �4 , efcu�ual! ue , alLcr ax nttrmadCtltlaHta F4gtait�0d taf pa MrtyOM iti be given cut sdor tM11 be in writing and Lay and out bolo lloao-i chaff be deemtd to b gw beort tkuip Wivared upon personal delivery°, or as cd the Iwffwdiately falla wing busism day ofker dffmit fd aj4rndWTI davery -Jib FWaral l"xprass or aL similar avernigM mvxiix service. xd&t1sed ■o premided uit Ma J1ra NV of this Afire taerct.. Tf guy dwst, proviaiou, tub aaph* ur purila wo m Aptih in this Agrmumnt is 11d6991, lovaldd, M urea Ms undue W.VDt or [enure a firala3a3-taws it i� tU Jaatention of OFOMIN and iiranatee ritni the mmmudsr of this Akx"Mesi shall not be d f ronrd, Nft*L Y: 'i term and provisloas cautainsd in fltb, to lmw6 OWq be SUMMd ad ea in 80Mdance with to laws of the Ststo of T s. ' - To aa"tion to sass° : „s a Pi;. J "nL -A oa 1IPal&+l to the posies hevdo the violation or bmach of aany - wv am a9mineat or otbar te= of 64 Ard-urnrlq aitha r pasty shalt giVC to the ethff patty tM riot to wk injunctive re$ d Ron any cowl of cum1w.teir jurisdiction to enjoin os WWOW the cUsatlun of Web violation or b ch, ot! is nwk do oaar.Ir t fw- fi l renwdles providod bmis at taw and in. ealtgty sbkil Ni eatmmlativt gad atpn� ltasive. ws Attma naent mud the ethIWU Lmadhad ha is embody the cxataTIM a9MMM buwees the N-rdeta harem, and no adMorAl or dilicrcnt mist or a nt sboii IY-- binding on any of an Prrtioa with rMon to the 10)e* a Ltiox hmat excelx for the [emu a aanetat of ev4m date ftemwtdt, This Agmanent y not be r, a11i1e 4wlteftd iYr amended eaoeA.by do a dean A rxe4iKi id of Grantor sits Gmutee. IU nl;eanient may tae siguad fn'OAahraapattx and all such smunteupatts shall be deemod as cmiginals add binding trpmeeach l>oMYad MPOU their rOPCCOVs es, SUMMM and assigns. , Them acts ms iEdi d I+ertY beaefidarin created or intended to this Agreement, and no person or amity chaff hAve any OrIoc Baader ibV3 Aa airwid odm�r Own Ga taor, GrantM =A their res ve amftaors and asei. Grantou and Grantor have prddpAftd jointly in the negotiation and dralsyr g of this A ar a assent. I an aambipity of qwskon of intent or hWaWmion, Grim lists Agreemut shalt be conEtmed as if dtafted jointly �,y aw bean anal no ,. ra ix burden of prof nW arise fd:O a cr d"a.aty in; n, s raf. by Muo of zathmhip of any of The provision of tMa Affeetnent. Bate party (the ! tII"�F.+1�__._.. ")mqxmms to the otbar that tha Ropmenting Pam has tali power ad aulhcsrity to execute, deliver rind 1, "ofm Haig Aau, 9lwl the Individual exu abng this Agimsiucct on behaW of 4ie RepraswtMg PgM to fully emlAmurrd and Rulhozl2ed to do @4x and that EWS ;.sitstikM caztslil04S a valid d leafy tinting obligation of the Repremkin Fbrtp onfaromble, aagain,t the Pepmenting Party In amordance with its terms. [1tF_NiMODEROF PAS DMNn4DNALLY l)L.AM] Patm N2 UWOIT Eminent Eamment Hi Attached, Pamet M Rawex gumms EXROU "AR PARR P.2 - 9F, Being 2,030 apm fvt of &16 RIOL14nd is Abpk 1. Y;oH Ckwj, T t4 nn. OMNUA 10 1pLO y 0f faT �azdl, TwWCa7 tlr, tens o Nad WV11mW l W—I ,F4*w 51 37- Hat Pwoydg or TMOM C4 01y, TWM (P.LT.C.T.), Ild41' s 1CMIM o1 # Luce o{ Le d d in dwrl tm CP Fear! Oftk Akm LL 4 *Ctibuot L plead II'db} 17 cmqww. a,xwding iv Qo rleo Mal it ILLeaaeta� ii021�Lk1 f�25, DhA RwuA Of tewmw. Twt (D.M.C.T,,k wd Was mv�re rr� �kwds as fbH CO € M(; ax a 1f,1. imis ipm wd lipa d id t sw6wast FAI xw of mw C P Faaail QmA inn LVC uom ilk i w mnOvww owme, of LM 1. Block )s. Si�-aqPa 0 puffiA Cne, m to tho nt7 or 14,e1 Wwdh, Tarmw CWmW, T=sw, st iced it A, qWv 3Z e, 2,.& '.C.T., miss " UM voudm st camcr of Lot 3, Plod 32, StOU49M nt r emj Cn.t. na 1.4+ kn lu OW <141 46 prL NVO, 04 Tmram COMOY, T'02aa, as ffisid in I AbA A, 9 do !LSd, P,R'IuC_T,, mm4 &NO beimo tha mod F nvidmM M= of a wa ofind &Knhed in dnd a l` al M 2 to F0,41 Croak .tom claaaB, Iee., Xwoding ID Ind dent ®w! rFn 13D2A Ptr.e 4.11, f1.R.T.C.T_ r m ty$t & a W urea Wm rrA taLm&1e II.Y +wMw ika of skid W 1, prim WOW 6A e_rr I= of smidZAF J,4unH(P4'4FWR.{LVOam�of12,74 I iQak &-K W2111" W'q&W wd Ara G.! Mid,F=A Cteek Phm Il. -JOR5 ibC L" of said Va" M? a4mlA11y*r'>,vt?i Jim am d CF sFr*ni4! Artis Ka IwLC�itn�ot kuear {aa!IY6udi i' aM 107 i1t1 k" WvW !al alb mudo s the F95EL 9a a sawh Mn a it 4W Wide uaiurY aSwit sarL4�4 M'q4( Lha pf+r 0f �€d FoiSii C,�ir, Pka It gsr�e i�I1a!`%' B�� 1]LT,r3L'iN'R�4 A��b#M'1rfMFsdr� nl,sraet aft 7ii%c i4 W!l aqd uaou yP i Feel R mW raves and mmm Sid C F Faaw.! Crei N AIC.II LLikbRmI,&01941OWtO OMVM ad dLVMMN; y t+�l ' }3" t ifoc:$ JI l liri9 of aald a 4jumum of 2",52 ftm as s 3*L1IFrr hlm#o Ui tri aP{rlrrnl rmiuwaf MW das 3 M'3 f 1'rY` r+i. canhGtt{tg a1atS tle �.; lino Of r.,Id P e e1_i 0i" i0.tiii 4410 a Y2 Lmh um and hl ls•53139- W WrAm# gaLd a &smom of 105,54 fc€d to t V2 axed sm im o w= liw of acid CP FOoal! iw = Bret, JJD onion 1bg Met cite ®f said � 2; I rir� i;`e N Oi:`�!'xl°` , alpll� It t�f iklc 0fsaiud r FO iI Cxxeslr Ax�aa !,LC tItcit afld along the Ow Rva d mid Parcel 03-7, a 41k%euam of 10,03 *0 w die poem OV ?L[?I:LL'RI'11:41.+741cbq+Ltil0*ZWOqu44f#Icw0J"7DFaa r T'ifa'+Al w :I1111F. it.P,l, 64irF a,.•J i-enl�LTILOUn W, 4 $7 Is9�F r r Surveyed on llra gloms Mmy 12, 2A8F + 1.Dawkvsw; shmn Pwom wwmarldNotho1"T4M4LrCAr vnmW syetsm0fit" imA dJ Cvl;; une; NAM (2011) Epoch 2010) as dMiAd iLy fta W&Aftm 06ia !,yE* * GaelnurrLair rlpenhig 41UfW W= SL'yiQnt () q PAW TIOM 14IMMatk fRM msawft An rrm dvl 4KnhLlnlLfihr, Fw* r of J,OM2 was used (D 2CmW aid GoDrdhdn etld 2.iFral �li�$IJPV4�; b. * EI#F 59rat lgr8 "W 14342 AOTAU M119+.I1r1 o' Mn .w yt Rtl.::emSr i, sl AiT141Lwn m7sv.,z �Eu #TP913 F�4a "a0.14T xJ #aas,e a:, a Wt,'*. tie, &0... 9# gal 3vwnafowo r'19; . ar Y9�F4d'PL-.GIN 9n1y4.C;]W$ MDO day.& ten rc�avt r�� �srs�r� 4r:C f SCALE I'-1GO' 4T�/rx R9r r r;. �s.4y i blos a.ksl& r�ri LL : rwe•x V't 12 r.4 iVR A SL= 11ffi4 f E3 .__$attv21"6 4011. E3 swamle 344.E2• L4 S0731'27'S1 IAAG SlaMOMM Li1T AT FUM CREWaS �g3-ss'�s�v 29s.34` 6v� A S" ia. a sal a, ti ox P-mn r, #a. rx % $ { - 361144t. I °SP ADPP.i' J ow foR ;h}4nh1 N ) 40, as. #.Sur.. ML .799--jal. Pau sr & 0 �, "' ^" �- -.• _-• -� -• — -., � �4 ego � 4 � _....""'"'_^ � �..,..,,,,^ ,� k--(R.OS9F.J 6#CI I�{�2�P� aii O Rslgw�glV �il4ililCl �'""-"V C6R1CMjr Fes$. C.N. AFL it f 141, AGf. V & 58 S%QntSFi£N AT f13557t iRUsY S WL 3W- t ft Fa .v8 a 40 t PARCEL 2-SE SEWER EASEMENT r Kris: iffyi&. 20i7 aa• n,+ss - Dam s pwipot of WOO T. 3°a p CtOU4 P�xa! IL ft �4• ,. � AWN= to l u Oily of Fix Wmtk Tluml CunlY, 5 Q on khs round-'�� 'raw a hu in volume M,141. Pages 51 � 3! If��, �ti17 + iY�Hwa1�41T#fen��tNttT{Y,T4x5v. tau@" mall i parFiloa tnp 33'7Y��hti�laL4d�,Fu`rt1C0 [iamii, Tam P813'i' ' iiT.710,'hTi1 RA i777i�7834n sFEEr 2 OFa,1 Page 1 of 11 021902MT 7H120185:11PH RGS11 Fax 350.00 5ubmltter: CSCC-RCCORDINGSOLUTIONS Electronically Recorded by Tarrant County CJerkinclfiicielPublic Records „, t Mary Louise Nicholson N # 02515 „ Upper Big Fomfl Cmek 1irpinn ge. Bioko hiletVqm jrnp ovens:rat# Pahl rf Z TE,I,, 3451 Cle b gutc Dr., M N Rlverd& Dr. Aa+L SM @ rIm I QTwuk fir. ,s ii IAKIL 11 Lot L1A2 )'OM Cruft Plum,, U Addiiian i r 4r '4 ii n Y CON 6-1` �F A tY DATE- November 26 .2018 GRANTOR; CY FOSSM CKFRK AkOS LI , ORANTOR'S MAN INN AC DBMS (inC1U49EjW('0hry): r{tW fA)J ', 90 6114 Ci1{ii�: �l'I'Y d�' Ert1Hi' 34[1 iC7i1' GRAN=S MAUANG ADMFr89 (*biding Coitlaty): M TI W ST. ' . FORT' 091W. TAgRA VT C®[J1V"M IX 76102 CONSIDERAI TON -, Ton Bell �.5I0.#kF} arcs 6ther good and vaku&4e consideration, the receipt aw sufficiency of which am hamby aclm®wledgod. WEMEM APEk FWnj( X391 square feel of laud silnntcri Io Blo& 1, Fossil 1"i tiL 1%ulw 11, Lrl oJdil%un iu Ike City of Fott Worft TWrant CAmnq, Text% m Xcil in Volume? 38&441. Pat 51, 4r 52, alert Rotor& of Tarrant Manly, Texms (P.R.T.C.T.), jad beleli'. a portion of n tract of lend de�criicwl. in dtQ 40 CF Fossil Cmk Aivis LLV, a Delaware W(eri fiohifliy company, ueeordbW to thv deed filed in Ingnsment ti 1421/225, iarrd ttficutrl0 of 1'otialt# County, T'r h .'F.[NT.) {` r (or'lmrollertv")f M& Easement Ana being attaxv pauii larly� desxriherl. In irshiuit "A" ada. ed het aUJ inenvomud hUW1 k Xor. all pur4wa & The Eaaement is not a Wanketeawnwnt. Grantor, for the considexation paid to Grantor, hereby gnats, burins and convey°: unto Grantee. Us salters and assigcs, a toutporary, exclusive easement (tire asen eft') in, over, and across, below and along this Eawrlwat Area, and ingress and egress over Grantor's Property to tho F=entent Area as shown on EAU " A", for the lirnited purpose stated hemin, and subject to the terms and conditiomi of this T'einp®raryr Construction Easement (together with Schedule i attached hereto and incorporated herein for all purposu, this `&memerif 1. It is fm1her agreed and uraderatood that C3mdw will be pmvitted the use of said Eawxmnt Area. for the ptrrpow of rebabifit +Minn of a wrrdewn rer mdn (€toe "Facilities"). Upon the earlier of (a) Completion of consuaction of the. FaciWas and its acceptance by Grantee and (b) June 1, Parcel 9211 21 (the -EaRjrat9nm I7�% 0 rigors gramed It in shall omwewd this Agmment sftall cxpim and terminate iat y witbout Awther wt by dw pesika, Grantee shall be rzsponsiblrs for all casts of designing end auR►ymcling Ito 1"'acilities, including the cost of any surveys or legal descriptions prepared in www4fiuik W M ft Easrmut. Syklter agmment dated of even date herewith, Grantur and Um)i" 116p aq'.wd o a plms and scIa ies trcrtriuirO to dktilliflal Cor~ttMell.an and instalktWn of d - rrwddr--q and mlued ratters. TO HAVE AND TO HOLD tha I� togetha with, all and singular. the rights and appurtenances thuem in Pinyway bebonkil'tg imAo Ckant e: nad. Grantca's successm ,tnd assigns until the expiratkm or termination of Ihm Agreement. subjmt to the Pat iued Exc (as defined in Scircdule 1 auached &—eta). Gnaw herby bin& itself and €"x w9or`s saccesson and aaiM to waamt. and defend; .dt-aud suigmlar, esa4 RR" meat unto CIrsatee, its so"ttsors and assigns, against eve parer vohoiromver lawfift clabming or to claim the came or any port tlwreof, by, thruug a or'ugdnwj branwr, but nW D9V-rwjSo. iubject to the j�E ' heel ceptic�ns, � i i { i Page 3 of 11 �i By (Signaum)� (i''rint.l+,nW1 lti4drny ootiurne jitle Auth6rized Signatory 1 A N'0WLL99KMM ,ATE OF iEKASa COUNTY OF. BEFORE 7viE, the undervktncJ augofhy, a Mary Public in and for dw State of Texm on this day personally appears AKAxfRw Osbarim dan Authorized Si!Ynatarp of CF Fouil Lek Areis LjA n ❑ma kam 1hWtvi liability wnpmy, known, to nka to be the sam person whose Lama is-ubr-cjj Li to the foregoing instrument, utsd ackrnowk4e4 to the that the sazmc was the act Of raid Mditcci gability company, and that be/sbe executed the same AS Me act of said Hwited liabaiv C.,%upany for the pulpom and consideration thein exls mcd and in the capacity thmin st'Lu',d, GFVB 11i M)2-.R W It ANO r'i.sw"i ; SEAL OF OFFICE this .. U ray of tkk vvk. P 1[ ?.0A8. otary ptul►lic in a for' c S € v Texas 4tl9ER t7 �MtIN ., iuuns 8, 2p { �+ F Page 4 of 11 MY OilWAY WOXI'K By ion=m JnA f�... A APPROVED AS TO rr AND LEGALM' v I l'giiii N.P1 Tide C Y OFTrldiR&X-j- - 91M4.I ltl? W. tiro ondemigned authority, a Notts > iic W tad for than State of Texw, on this day pctxmAUr mop , .P,, t'. 4, A` , of tw City of Fod WotLh, known io me to bc the satm pason whom num is sa bsl,40d to the forogoing iustxaxtra m, and ackftowkAged to me that the sac= wa3 ft act of the CAvy of Fort Wonh =d that Wsho cxwuted I he same as tha act of said €may as Fort Wi4 for lb; purposn acid comidmdon the aa; exWessed and in ik capacity thmin slate, OWEN UNDER MY HAM AN U w I.',AL OF E3TOCC. dis 2-S clay of Notes hiblic In ffig for the Stag of T'cxas Page 6 of 11 aftki e II Gp ft CO"tk s Tie Fasilitin shell be boriixl at a w0itient dCpth to thtat 1h0 4 uF dA p;pc of,a io best !cast f riy-eight iAchrA {°"below the surfam of the land v4d in OmEwemolijea, and orryWeii laeadh x ditch shall be safe and swuro during oonnnarzttaion and felled with soli and tamped sore coro[lod�, . Any sinking or dash bs promptly Corrected by Granm at im som ooat Wd *Veam so 4117 jh vcm1rrmaku it IwA level with (or slightly raised above) the sorruunding land. Any floating of such q3 ow m ipwW 49106 pranFtly Corrected by amtw, at fit sok coat and ex tire, so that the top of the srx m shall lv&LLn u l�o# xx inches; b*t" €he s 6we of thaland wth;hiheFnlcrirntA.rm, I } 131asEing of any ldrid tar Cheract€r is RtlCdy prblriW.4m1 K ad 1,rjd r no 6-1-F:u,pon52c3 lase] any dynamite or othm explareive matursals be used fat bring any rrrrk.W oehdas bW fnteudiGvres L`UMMIfGil dWfng rNgglFr; fur' the sysienl i€estalla M deacrlbod havj% Cesaw shah have tht right drf ingwas ate i, &gm tq and tirom the Easement Area atiy for the luttit4 pasposes descriW in this Awment. For pwpowL irfMinx u4't right of Engrew and ems. Grant shall use applicableexiaing road newest the Portion of 4m t Anew being accowd, but In Ray eveiirusing tha ron.i frota Which such becess mould result in the I" dW WmN aria ehatvptitar to the OW CWm Use (as defined below). G mtee meet Is provide reawaRlAr ithwn d nobler: to Grantor of its it<Wg to iMW-UP4)q QUW,g nvpwty or the Fhwutwi Area for any. wq�wa ad art coordinate with Grantee' or provided, hove , said natita shall not botnIvivik imdet maegnmcy clretimstauco9 that, tiveatm human ki>ratih, the nvitcettatd5ow Or sigificant Pry age felr409 as GMIM Provides Gratrt(r neatidre ss som as is Rractienl C}rsntee a ai� have U righl lu ClbK Lire iinaasrt Aron of Matt dritsttuctiduts so long as any Mh obstruction eadatagm tar into hen xrdt me uffid nnoy, safety and appropriate opmation of the Easomeat; pmidK however, €ir Lowe acknowledges. 0 G*Inr'a Property a Woe dic Eminent Area ewzeady contains cants existing improvemun, incindinif. ypddlµ>,cr limitation, btrildinge, drivewa)% kvm shrubs, plaarts wtd otihir ]ands plug, fir. and uMi4- kAjptlu_t and dlrainaga pfpa and systam women and usphait cart pitahs. sand traps, takea and Otinr wa r-#secure& jIdl emse clualfty Vass fa€mp and grow, rough, tea boxm practice tM and prettier (aage {*iRO-ellr, lc4ipdadatg any adiltiom - replaaenacnts them the T99R .%t cevmne IC) and, e01vritbstsu(60R ari}tl,tag 0 alto ca 1CrWy contained in this Agri° G=Aw he y (1} conseata to tiro past. PTMW anti guure c-itiioued muld.rn of the edstit€g l opovcauents and the um develenptue A and enjuyrnent of Grantces Pkep sty m>K1. the FWmcni Area as a ppit tee WUly er otberwbs (solirxtivrly, the 'VWJ er'Pr, ,W), aiti 00 Affm 19 trlUk Or GrAnNe: tQla coat and eapertso, any daduaga W the Easarnent Area aad the Existing Improvements comm by Grantees haxtallAtian, eonsnetion, opervion, mailgram, repair, replamovem Rnmva] Or m of the Etstment and to rearm the: sate (iacluding, withou lirEdtati0% the to fuv) to its ettiginxl cmdWort (includfe$. tvlt vA limittian, r"pading, repining trees and receding the surfrce in a mxn„ reasa anbly approved by Gcsaws except with reapset to the post instablation Landscaping. yefith req=t to any restoration involving landscaping (except for The Poo-instsllatiom 1AudK&phW Farr which Grande is res(Mwbie, Grantrrz 481009 to M Or cam its dxtnt'racira to use Only a tandwaper apfi- wd by Granlior to the extent paasible under TMas law. itr no ovwtAM Cnanttchange dies grade of my property encumbeired by the Easenient Grantee ackrtrrwledws and avees that data to the pritaary use of Grantor's Property for Galt Course Else. there is a risk of personal burn or h►l'Uty f -orn flying gulf balls and moving galf cares in and =mud the Area dai og hours of operation of the golf er ww- Cyrvd". for 49 eMODYM, contractors and other pesons accusing the lisse3ncrn. Area undprihis Agremitni, hfreby IV64 rA asmude the risk of daroage and paas>tal (allta'y from adxx o of dim Esseromt Areas and hraeby rr tors Grantor fry any artd all liabiilty[rdxitng to rantce's atones of the F,amane3nt Area or exercise of the r..asxment rights herein. DTMrltlIMMUng axiytbing rents RW n 16 the COAtrary, no use of the EaStment shall be urines; or allo-'W1 in a manner that Etut'etso ntuy bond ens; Grantor's remaining may, interfrses with tha inpovtments located theaaovn or the Golf Coarse Use or wxreesanebly Incmtvenfetra Grauer, or its succeso s and assign, members, gum or invitM& Grant= shall use all Wasonawa etfrirts to rtalnlmhe disruption rti 'La us* ?Ad fatal 42 TM cy of Gro atm's Frcptty and any mmty locuod adjacciti thereto. tla;ai 's right to U30 the FANInent Am is mitmi , subyect W the Pawitted Ekrrplicna, irtt Grantor rr_.e [tr GlWor and Its Wive"Crs and sssi s the riot to n'cc, omvy and zjmif�y all or part of the rtSf rtrrnt haxx fl i4n� but not asir.ai to, nee % par , dt w;ye, landscaping, irriratitae wd offiar i,o—pk9rT�tF)', ?MM?C W fl,ni' 6Wh Use, Le<'r.14J54 Cy uad enjoyment and QdW lights gmrttod & Jim ns61y in airit me une aQ (6lri-emcmt errs& bar Gtmatee W tke Purl7Prfir d Jk!1€tWd in ab€s AVWflIMt, GrarltM t•Yr' npi J�yrrl id 4;Mi4y arty UthC7-anliler or dissianilar mscirmnis within the Emeanent Aix to others. Grmteo shalt keep : Eeseme:tt lea artd rdIdninl Irpds slam, Mid bm uf di kaA sod litter, anti if it 1I 11J94- (7r D' itce WOZtopar+7:uoievrzA),4g4ldaoxuoftkkiar, q illracondumb()aeither kt.sERs .At Area ,xncj,cattlards°which my emmosiom 5raintaikolr■'mkm{atdsr Eakznant Arm I ghee deal! At *A times coonply vdth 47 all ShiphN" !aura, statutes, Mies and regtsfadons of arty gWBMWAUdd aarfArlrhy Navin, jaai54fi4, t mdurling° xitbout IImdtiriosr. all tit 4FMMraentsl late, amtems. rula and regrala€ioss of any iftirwal, state or Iml authority urd"{tip brat indwitry . Oinsrace, at A w1c. cost and shall be ftr pedmni g or rauLi 4 iu be Wwnwd all nweaery MaintwWWO led lepsk Of the Facili s (and ail ;Nimpineal nwmary w marimin "rcpur =h F ' w) in a pond state of reps and in aaafttory co on, C3 nwee r nr,ll be 0) respxm b* frW all. COM relating to the dutfA pawats. installation, OMSWUt3toa, vtrairttartae M r%M&, V$6 and c Of th,< j'sr-iii€ts and (li)' ti" ft and thdi bo etyniccd to prnmp dq mom ar raemdy xny dam+pw tWury tit 4:11mmhmoe to € aato is bopaw and the use thavot rT PMMS thtfew, to the rft.00dmbtodlrn of Ormlon, cmmd by` - in toy way atiising of GMtet:'s eAr.f-;I o 41i rho startler! rig Wq In 443 Agr fmt° the fit- atidaa LaruL.raFi„g- Mer➢oenteaitrg ujHm QwmtiD ft° -,,mtm & 40 caum its cenowt3m and subcaetrmors to emly, at ikeir We cast anti wqxmic, aR Wipmahce.mm nkrj Wd in A toast vrairvir unx atrannnts as z eri by law, and irk anT $vant ;u4 wvmgUmhub- Oi Wor wa Ou mpumilim sod Employeirs Liability, and (b)ccammar6al General Hairy. (bramee shall proyidh mvkL-,km of such eaversign to Cirantos withk five (5) it s days Ow to eaatry eepUn GrBTILUT'$ fpr €hrmsirorkomce and irepair p,uposes4w bW in this AWecrwot, Wdess ftuy is a vrtdrr eoterllrrrrn7y Kilo 1M%M1ncrs (in W Ich CM smh pmof of 1MUMM Shall bc proviaiad as sotxi as is pra�ieaii. 'rIio Ezvj&ml slid utria trgift Wanted or crv&W by oats AgremaK oro f,t'etp�ot to (i) iiR vftSftftMtS, wmviLmu. i c:.i rkedurd. Ikin, mramrhrriman tad My and ati maths OfTeemd aftoeft the Emernent.Areaa, and (ii) ntiy mateers drat a carat aaq bv%t me .st€rvey of taaa °;5 Fropwly wwld reyeal as well 0 any existing tersttez tread FSrlllrlss (sallarMl kly,, the "Pnempr -4r Fveg2'L Md C3rarrw ltetcby to &main ,iGy a7id all igntepWy aan"%"Wr zypv� rlr libgm td r€trrlrf aha KAmMett+d.P.xceptlerts. tafabing owtaimxk in this Agreanuat Ahall iid Conb+ued rr d+ pi he a cotiverom fit, SAK doffication CW trsnshr Ofthe fee interest in my portion ®f Urr 's 13cgerty or uF any U% IW or V&cr tuLirwn d rl is xelating to GrWar or Bay of theatre•°s Property. it a„ rite ilrpotiols oi the pwfia clear rho Easgvamt shall he saic�tly &lr Ied ri i nrtd fr the p to this Ape=mt- NoWOLvotiftnir taything in t e Agraemantw the n]arnoiy, in tlm tooth ihb Erasllddes spa abandolneA prior to the Expinnion Dam, th® Easemlit Slesll CeM and all a JFW hdreis areal 6911 laminats and Myo t to Qaax taut t.taaaattr's ncmwm wd Lasips u[mn QmnW cmplednV the mOMM7 sppiictdua proam for iiae Oty of Pon 4,'r-,o-t to v4Cata Zhe EaSeMeMIL lrr the aWnt Of Sny elpiMdOn Of eaarilix tMOinatiott Of Wis NeTOMMI, aietee'v liability bordamaW Undiar tMS AgreCOMMt s.h At S"VO, both ftly to ehs WdMt that sudh Jt"bWty tx damages me attrisrtsd to QuatwS UK= negueence. tI havo live riot, wittiout nutite, or owfientOMrantM a F P un t kc ON or OnYpoctilln ofGaatct£'s Property to a d&d pagy. tar wim way not Rijn all or any Portion of its righm bmuftdw vuirhoul the prior w4tten enosent of Gmta, vrladeh cat shall nsA be unrommaNy widibeld, conditioned ex drlayrA All noltirra, ilmmmil inr other eoovaraoica ens rewired ex pamimA to be givenkeremder shall ba. in }r i Ling and asay end all such ileum shalt No dearned W !rave bmn dotty delivo d aptnt pateoatal ivdivairyj cir as c,f the immet iaMy following businaso day after deb odl tr OVOId at driivvrny vAth Nocktal BWeas ter a sindlar Overidght com fer Sulu, addtmM as povided on ibe " page of ihhL ftpcunta. Page 7 of 11 if aDy alae►ge, VOViaiyn. su%trrag<aph, Or Pwe &pa sett fath in silt AHreamnId i® iitegal. invafici, ar unrii uxt.9blo nndcat pramt or futum appiicrsuic luws, it is dta inLmdcm of C'Mw ar )wI Crgutne that tlm realtain t• of tills Agwmant shnli not be a&cW ewreby. ` IM WW and priwiclnus e0RUdftW In this Agreotaaratt shall ba.p vmcd`w►d C1rIA[r*4,d In w=danoe with the taws *f the State of Texas. 10 addidon to other ASMI and ru aediea awaxled to dw jpprdax keaelo. tits vlolat;W or bwaeh of any cnveaaat Or officr ems of this Agra=wnt by either rW tb*a ax* to The affitr Dotty the sight to seek injulm;w-. Mid from any corm# of cotupotent }urbac o" V eajwn Mr ccmnaj tho on"don of such violation or break and to sirdamages therofiw. Ali remedies pravhLo herain at} irtw and in egnity shah be caraWative and non-axeltts m This Agre4mant and the adtibits etteclgad hr,rlo embody ttto coraapttle agp3 enle"i betmrm T des hereto, and ao addifioml ut di#%rcu( oral tic*t, orapeim or sgmement 3haFl be hi asitreg on any of thapardcs with xe VW tts tiro snbJW tea hKeU& extxpt ft d1d InhmP-DgwMem ofevett date herewith. Tug Afire tit may scat be mixifted, sued or ammckd kept by ma wRwA b-gre+a,rat Of grantor rated GwtM TMOAFftmant maybe si9fl0d 10 corm[[ is eud au such caNa tci%,6F4 Lh4r br« deemed as oighsle and binditag upm ei,, , patty ewxesutinganycctnntetirartatxlupondtCisaes�Clisnjtoir�ttytaaeniatl� lUer�asasafldessipna ow no dthd pwcty tnlarrdad In this Axwoent, and no paizctat 4 mdty &hall have any rights [Ender 441e At rccmcnt antra d)miM audr, Ckiausa artd th+fr rm fwdve ntCmscit ad assigns.. a lantoo and Grantor [rave tstlttdiplllm lady In the ttego istion artdA ndting of dins A s ff an atnwguity or gaaesdoa of Intent Ofetica �iel. this AlgrMnent shall be cones uW as if draTiad jointly by the paties b*VW and He prcawttptilM 0[ IMMIM OF PxWf sh®ll wim favoring tw disfavoring any paV by vlrew of Sudwrship of any of the pmvlaious yr US R$}'emami. EAch puty (the: t . ') refire setae 10 the �ew dttttt The ROpresettdtt nheri aceexae demur awl wrib i IxA j �Yharsiti1ptmbaand Tl' I gr�tr�ati that cite ittdtvtektaI executing this Agt�tattttt nn lachalf of like RWdMf tg ?" is fadF)� rupc w6d and auftrixed to do so; and [tort this Agrwnmi cwLsgtuw a valid and legaitY binding obligation cg 11te Nepo cnrfr.N party enibroeablo against the F rresatating Patty in wits[ its teFffi9, t -t -1+at .:M F-hit M"N' FFiw-Mmwnt Area Page 9 of 11 OTEWORARY CONSTRUCT] (IN Fi-MqKh5FN'T- 1 Ain xi° P!, T. 2 ^ Tc t, fietnli �,� (aQ1an ofl�d smtxtyd ] 1 � 1, itotti34 +. i halo tj, p[i A"d*ft to tkma CJt$'of Fists 1�eetlr, °ftatt�t try. 7stcaz. eM EJasL is Ydh�lte ] 6R-i � t, :'ems 51 k 52, Pint Ra-& ofT-W J, Tom tP2 -T.t; T), ad Ci rc{ s Fattish ,off a UA of eased dwm*W is dE-1 ft CF f 43ti1 Cruet �km LE.C, c DAxwm ii mime RaWilEy *WOWY, to dw&" Mad is tmuxnmd A1ffi tdiN= Daod R&vw& af'f&nm CCAmriw. T— (DAT.C.T.); and bdos gars Pubs LAY sex, Ltt,a by m€a-"&A humst7 as ftsllova: COMMMCBM at m i42 itwh € im -qd ■i n aq of mid CF youg CT'*Amb = ogee, aMO beWl aw obuthwqr GaUlnt of Lot 1. Blmk 32, 8tane,tit�t At 4'a5511 Croak, = Wd t66a to tics ('Jr 61 " %' kYi14 'f Wei C»artity, Tm% as AW is CRUM A. SH& 327, R RTCT_- w1,u E�AP eha srrlatitattt O=cr of Lot 2, No& 32, at Fos Ct , on ai ilfi86 to the Oty gfpott Wtsetiy T wwCmuly,'i'"m A$ 61at1 in CAAGOt A, Siids 1154, 11'1LP.t T., Add n1w b dig y maathaa& wrm of a t bf Joori. rsUlJncd in br.? a Fermi OS-2 to portal Caaak i'a apwty Ownmw piss WW. kao.. as ip dhg &W filed ju Yd -mc 13021 Page 441, IB LT.IC 7, f a a a 12 itadt itori tu4l 191Crtd ir3 Ilia areyC 11a# of F4i$ i 4t 1, 3g'�iisg t€t9 a at Of i lot beers N 04-,Z161" 1?, 444Aw*,ar12_74 fiw4 '�'ttTKNC'ft S 118°21'21i:,,twaramd �ntq oatd Pa�i tTkoes I I, � ti;c r lists of A" Psreei OS-2- a1t-0 abate ■ wmr Um of said CF Foa4 Cm* Accim LTC u=4 a d1dw= of A14 low to.. j 2 67h iron tad sat with cV g&AVO °'ice CNG' 1s. " awannom 29 12 isok iad a,&& YI. arc MMIUA the j, a Cho comw of a Ampmad 10' AM MY i,5a*r to i"Lc,a yK IN Pow OF [ta�tietiri+; ua ihchtt�ttsftrx tlt�arlbod trmcs nt �rnrJ; . THW G9,,%w d C qeb. �I=3c ® wd om mod za+cas eDid CF Farad 1 2% b3 25" R eiow r<sarttrte Mov g1'aab pwow sa dismm ai203.m f-t iv ■ 1/2 kch im a Ind = at tha m6twmnar of acid pupuwd smhwy mw6: and eat a west U49 gf s 40' wib swimymwer cuemM a3 pa &e pW aF ssiai FOUR Crack Pbu A- S 02031'27" W, Rkag a -M leas of Feed 40' suede sanitary nww a &4mm of 76.26 few N *7'28' 8" W. I-V* said a di pup of 30. N 02'31'2rEB a dim of 661.1 rem X $S°33'35" W, a diatrora of 186.35 &0 19 tlw west Jim OfXW CF Fang C,-k Arcs K.W ttsot, nioaWDStb oast iztta ofmM Pascal0&2, SAW W 3 ffW 1414 v W TEVM(XW 00421121" E, gwip wee uue ii(m4d u F=WjChA*ffij LLC-' dada, and *w of said Ya m d t 2, a ffiqlmd a1 IMP W 4n dW i" wr OF ,Fnih'$n8�dda�vulq 3,>•41 �a+ar�itterdo9enlok� 4+lllnd. w ## ft in IV. Utz7 1linnrn4Y.Slmr RF-L� Ta !star n w t gyp - 39 nwvN OFF d'n Vrairod Mir 1 k MY a 1 FTPdF�pLfli�ll+df■I4nn1t+49aYtefvlofiT6F+MhIGeSh61�1�d14i�atY93 tr OM i rd 4i � �.lirij C;s►+� .H7m1 as 6ahwd krhr it= vjoa%m Own 5ptkm con&muilY OgwWae1 Ftah%iTgo ( p .iu 1 itnB (ixj -u xl Au mucwb cpftoitwk� rwLw or ti opi,,tvamae €tew jt� scaa pw r+wraKias Imam Ae��r�o r�. sin r san2vu UU1, 4�by 3yp -. � E€M�.1 {I1. a CarGr� Swx 1eiD19 �bE1j @1 2nt91 us Sa1G h1aFE Sect teYsatlL iu's �Mt a Csu:ta�v : (3 ry w«v �kma �iXFRt#! r4 Pal TL.. EGnx�r99! f11f#I alarm .MY e*irna Ca;i:.ain R.dr at - ' t�9ac:aoafaL.>groun'rew_�.f.�.tq, ,. �,�.Lt � Al CII6L-"3jFQ P3Pft%�'# Ch iwS rfi!^Jl �rt {�{ tlY IYSRN In a m7E.*r++':wes+l• f SCALE t' 140' 41� ii L4LI.�x r ttiae�. + t&r Z j iaaa t it451itl+i ' unm .a. R. AT F cmv. ! L7 :SD5i3'dS'� 12i4°..� Cd� �• 7FS�F ° u 1'1E-W mi'r f LOT 11 SIX as C$T4XWqjWCRW I.a.... mo'31,271 mail Eh 1{O'21°21-C 16.ttJ' 4D' SS, S,S�j'f, PR.TCK - I I]OhiAiY 4q° A,% TY I I.fiR �1 GG fiko Nu # OF MA. 7 €OM Cie is e a4E.. ®f, fir' 33 €ram f LOT 1, &itt ,3S � S1i'iWXIM AT 1QM VJdz*?]t � + VOL 3w-$m P& as & w [II (Rf-flANa&&77) I �P1,ARCEL� 2-'� @� y T�lA�ij 1 iti A, a i...Oi'ITJCL 4+F4..nJ�,Ri1 T fI�VM map a u ' ASF,ME11'T Nv . ............. 12ai� 6€qr 19, 2017 ! �+0 Imes a to rbe oif Block 1. Fxazfl Caav�ak n ns II, m 5 avared aY+ !nm gauad sy TftM. 14 Mad 9a Wma 3M141. it 8a 32. M72 i£317 Fla Rnft& attaaM Cry. TmjL s U9 Bill K r-pr i111s . ( >t-S C Ne, FTH" i4,7 lvhr.11 BaJ;uw IGO waftlsr tnp ol; . 7f& I assay / @egtal:d7ea Nae f 31 .Sldf1CP S w ,R Page 1 of 7 0218003238 iW201810:48 AIN P13S 7 pee: $40.00 Submittor: XEf1QX C0MMt fiC1AL;Sut-slTf0NS Electronically Recorded byTarrantCountyClerktoOffcialPublicRecords [ trt r 5t v..v Mary Louise Garcia t CPN # 02519 - Upper Big Fossil Creel; Drainage BaSlrr InKca ' r l W'yam frn to Parcel # 3 TCE �. 6162 Sandsheil Dr. Bloch 1, Lot 39 Stonegion at Fossil Creep Addition0. CITY OF F W6R TEMPORARY CONS .. CTEQ 5F F DATE: [iLUfKt) j GRANTORKeystone Fellowship Chinon [ivz j _ ")r GRANTOR'S MAILING ADDRE 200 Golden Triar; Fort Worth, TX ,'A GRANTEE: CITY OF FORT GRANTEE'S MAILING An. C ni1dLjr ing County): 200 "TEXAS FORT YNO A t AN I COUNTY, TX *16102 CONSIDERA"C16Ten i liars ($10.01)) and other good and valuable consideration, tho receipt and sufficiency of mlkift ' iereby acknowledged. PROPERTY: Being 7,920 square feet of land situated in the remainder of Lot 1, Block 39, $tone glen at Fossil Creek, an addition to the City of Fort Worth, Tarrant County, Texas, as filed in Volume 396-1S6, Pages 39 & 40, Plat Records of Tarrant County, Texas (P.R.T.C.T.), and being a portion of a tract of land described In dead as Parcel B-1 to The Ruth Ray & H.E.. Hunt Foundation and The Ruth Foundation, a Texas non-profit corporation, according to the deed filed in Volurnu 13026, Page 346, Deed Records of Tarrant County, Texas (V,R.T.C.T.); and being# more particularly described In Exhibit "A" Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage In, over. and across, below and along the Easement Properly situated In Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit "A', and ingress and egress over Grantor's property to the easement as shown on Exhibit "A'. 1 irm�uaey Lysnm�tian Fasa,nes� 0111BP I PT�� Page 2 of'? It is further agreed and understood that Grantee gill be pe"UL-&A use of said Easement Property for the purpose of r�Ahabffltatiou of a wairtcwar, per_ use Upon completion of improvements and its acceptance by Grantee, all dghts g d hi 11$� described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described Enwian rap i J6 ether with, all and singular, the rights and appudenancea thereto In mrvywl unto Grantee, and Grantee's successars and assigns until the completion of co rMfl Xd acceptance by Grantee. Grantor hereby bind 1hernselves, their here, 5UOMSZOFM� id as ns, to warrant and defend, all and singular, said easement unto Grantee, its �su' 1 id assigns, against every person whomsoever lawrully claiming or to claim the'sarne, 04" Part the roof. fSIGNATURES APPEAR 4 j F, AM FOLLOWWG PAGRI if Tmpmry Cmarwkioa Mwntd aTwoft I- Page 3 of 7 GRANTOR- Kaystone Fellowship Church DFW t f GRANTEE' .ii' Q9 rt] orth By (S€gnatma (Print Ki ke, PrapeF7 N.Wi +mmkil nitY toy -- AS T F RM AND LEGALITY r , f �Nzene} ngs�eh , e ra[ vriul; API(NO i LEDG MENT STATE OF TEXAS COUNTY OF TAt; Wj' § BEFORE ME, the undersigned authority, a Notary Public in and far the Mate of Texas, on this day personally appeared known to me to be the same person whose name Is ascribed to the foregoing in trument, and acknowledged to me that the same was the act of �tira..r and that he execrated the same as the act of said % for the purposes and consideration €herein expressed and in the capacity therein steie;i. GIVEN UNDER ICY HAND AND SEAL OF OFFICE this �_ day of 3 Mar L GALVAN Mlary d 928l6t182A `i��iDCPIn'M iF�gfl E��Pl1 krlai5 "eu, �tfiQ Tempo my C' r tnvim Emamew OVISUD17 Natery Palk in and far the State of Taxes NP, Pap 4 of 7 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § 13EFORE ME, the urrdars3gn®d authority, No blIc Viand for ilr— State of Texas, on this day mpsonally BppeardKl , of the City of Port KnoUm to[Till LL'- Tj�jfeml lopkeumvegAll whosBriarneissubsoribod to the f-,jjvqoir4l i4vtrumeM and acknowledged tome that the Sarno was the act of 1ha City of Fort Worth and I haf executed the same as the act of the City of Fort Worth for the purposes and LX74'0 -,oiin expressed and in the capacity therein stated, > GIVEN UND ' ER MY HAND AND ANU�OFMCE this day of Notary Public in and f the fate of T6xas F, T�� C�vmvvk- 9&0�rx OV10611 &Vaff- Page 6 of 7 "25"TEMPORARY CONSTRUCT104,-3..mr 'T P z.3 SE Being 7,920 squarer feat ofland situaled in th4 rnainder List 1, Block 39, Stoneglan at Fossil Creek, an addition to ftiv City ofFotl ','.?ai , T a£ Cewnty, Texts, as filed in Volume 383-14S. Pages 39 & 4€i, Flat Recotda i-i ?h,i �I Courtly, Texas (P.it.T.C.T.), and being a portion of a iract of land Ot,g iirec in deed as Parcel B-1 to The Ruth Ray & w I Hrrnr F-Wialfon "--Id The RM.1 + *t:,,6 'on, a Truss uton-pteflt carparatien, according to the deed filed fn Valurn .._Is:., ry-go 346, Deed R-coeds of Tarrant Cowty, Taxas (11,R,T.C.T'.); and in. W8 r,- }�,triiculady dumbed 6y macs and ttaanats ias follows: 11 i} COMMENCING at a 1!2 inch r1* d' wuutl with cap stamped "Raiff' at rho nardtaaai corns[ of 1.ot ZR, Btu i e� Ineagtetr at Fossil t easlr an addi4fon to tarn Ciiy of Fort Worth, Tarrant i�aanipa utu as filed In Cabinet A, Slide 6551, P.R T.C.T., also bring r ; i i:i rr n# ri d Camakidn' of i.at 1 and aim being in ft South ling of the te¢t£M7t od 1,17w3Q Creek, Phan 11, an addition to the City of Port Worth, °far I t1i a; sa fdcd in Vnlunso 398-141, Pages 31 & 52, P.R.T.C.T'., rym wl, irurt rod frond in the north line of geld Lot 2R, also bring in a south line rpo lee of Ulock 1, boats N gill1'37" W, a dislanco of 99.22 fast, area franc 11 K" and art In conctcto at rho southeast comer ofsaid cart 21d, ats4 being; btu iahZttr n f dL'-If rrinalnder of lot I and being in tho eeaterly Right -of --Way &:. i1;i`ai nil Drive (69 &e! in widflt), haaa S 2604TOT' W, a distanceof245,44 ' THHNCE � .li'42'- W, over and aortas ask IAt 1, along tits aril tine of said Lai 2•It. arWxi., n. +.'l2fcd to the south Unanf an underground utility easmtani as par Valums�rlt+ 3, i'h�i+r 39, P,R.T.C.T.i i 1 i�W j F avcp t :r, es? Said Lot 1, the fallowing en m ets and disunces, 8 1'' 11 41" F, along the south line of said undeWund utility easement, a distaaco of 10035 feel; S 57'01'I1" E, continuing along the south line of add underground utlllty easement, a distance of 21.66 frcat to the POINT OF BEGINNING of the IrazeinaH,et dcacrribad West of land; S 57"'11" I!, continuing along The south dine of Said underground utility casement, a dialanceof25J2 feet; S 27°17'25" W. a distance of 32434 feel to the north line of a 12' underground utftfty caaeaovit; as per said Volume 388.188, Pages 39 & 40, F.R.T.CT, pad itelug the beginning off' rout-tangcid curve to the loft whose radius is 546.011 feet and whom long chord beats N 27"54Y14" W, a dislanoe of`30.42 feel: SADt iet3 FTW 14-42 Page 6 of 7 Mang said curia along die north brio cfsaid 12' wdeab�anl i11ty aascm is a northwcllcrly direction 8h:mugh A central aaglat a I'tlti'J1'3. , :: sec lcsrglh N 27117'25" S, a distance of 309.55 tact is the pU 114 taF1i.l. 'ING and containing 7,920 square Feet or 0.192 Of do acre of 14 ad ' _ May 15emn W5h138, ;;P,� � Texas finWration N* 6987 Sumyed un tfis gmund May 12, 2011 s, £t rhsg8 of Baas iar a ldl h' h .3f tho Taxaa Caa; sit ola 9yalam of 1A93 {gene; a»ontral Zone, �I,at'saa { * ', y. vuh Ii as a €army tmm We&> am [raja 3yatamB CaMhtvauleiy `,3rWAY"rrp Rafe. nr (CQRt3) �a RaM Times Wilat'na(m (FtTK) trMa4h . An avaraga CmmaMale,u w AY R1Fij2 mraa used je ar fa grht umdlnatara and dK€mes to st"e ' a. Legal SkWchley3'Iptton ` y'�. b.Oketch e I �xar2 sr3 F7W r4342 Page 7 of 7 Got 2, am 32 '- a @aa8na. r anal earnwt 7ur+ws wm m uns warts ct Ihr ». StUNEWN Ar Fi15S1L CJiE&K . F—&.Ia al.mm d M3 fUaM dm. l2 na HAW MW �-. C.61�. A SG117f i154 Ep.h Mal .. dsdrad Imir ft- vAva.n oat. Symms +-�- PiLr.C,T. law-& (RTN melbas.. A. --o Ca=a;atnav l f-W d I.9012w»s wd to RCa�@aad im.Mtee+da.x�da�rlaraN �.staew y17*Wfflalrz..-ftMW-dA »eamab.dcrr.. $ili. F. FF3SSR GfffTih ' 31 a�aw:trw ara.skwnr- big:.. MA-141, #0 -. & 5 C Laaai DftwPgmt P.R. €°!} ❑ �.. 1.7 Y - 4�, )--.OB LOT 1Xtt K. ,2-R A _ y Srtl. EN Ar Hi�ld:iiiTit -.af cha -• il�+q4' 'EhYOER i1%Bdi fi71[3iY ESid'7. �Fau / VOLatr.-tea. r 3 9 # ' rEw. cow.. Esaa'r. FOE d -e AM r C e M nsn.'rsadt s0? ter. t�rx � s4� � aare.r. i. CfZ (narG-rJ tG�77f1 c , , A WkWNDER ar ' TOWGLES AT FOS,% ORFrKK � € VfJL 3@8-798. lYi7 '19 8 49 MMW 5{ SCALE t aaa-ram ns Jc 47f 1L ,� A.WTGF. [Iaa p 77uar11oR lsnewl 1 kl wt+l'77 a7�X 9ax2' L2 $i642b2`% 24.73' U S970i'lt'C 27•96' Curva Ld"S Rqd. MW Goad O.mdng L,304 _l'S. Snr07't E 15,12-1 1 1 Gt ](t.»2' 54$.Ri' 0.Tt i'7R' H2750'04"W :d°"•' + gkSTfq m'�y i.., 71�LirA.gY�ti77gal/gtJS TIOW11 i1i€RON W. 59d5, B.. 5. PUNT IEDS BEGISMT01 14 . 7 "«•� a taml ev1a ... ........_.. ante: may 1 &, 2017 C �a'brl��@ Bata a pmgian of La 1 • i lo* 19, Sin �gkn a Pozvll {y' a �;a ,rt# Creak, an wddidon to tha my of gad Weak, T,,daat Su—y9�d an 1h6 grau,d..... is Sf7Ryf. Cauf4y, Texas, me. Mod fa Volume 591.18i1, Page's 39 4Wy 12, 20€ 7 A 40, Plat H49"da of Ta:rwi MRdt, T.um y t t 5537 11' phnteld. gift", $,sk* 1 to F.rt 7Nnith, Taans 7fi197 917.336.5773 ph 817.332.M6 hl .� NaFT16't4342 vrwW.Inpineeeslf$.nlaraltanNo. Noel Ia." wXer,3.T F Page 1 of a D218060735 3122120183:41 Ptl PGS 8 Fes: WAO Submlttsr. SIMPLIFILE Electronically Recorded by TarrantCounty Clarkin Ciilcial Public Records ,_ 4�a-t'�a+Mary louiseGarcia � ! Q2515-4 Upper 1 FAS�+ai CC9�Ir Drainage Basin $>starcetfn ,x lreipratujimnin Parcel # 4 SE 3551 C:lubgrif& UI', } Block 1 Fonrifc Crook phase tt Addition� STATE OF TEXAS � § KNOW ALL9 ks1 TIr sF PRESENTS COUNTY OF TARRANT § � DATR PERMANENT 3 �4 Vhc11ip;y F-A$E IIENT Septenhw 20, 2017 GRANTOR., FOSSIL CREEK Aft GRANTOR'S MAILING AC DRP-4" Ldl d[ng County): 1670 KELLEn M1i#I W YBYE. 170 KELLER, YX 7f, i .1 GRANTEE. CITY OF FWAT W��kfl I GRANTEE'S M'lik €NG A41)Rl=S� (including County): �GQ FORT Wo WH, TARt3ANT COUNTY, TX 76102 CONSIDERATION. ion Dollars ($10.00) and o trtsr good and valuable consideration, they recefpt and sufticlency of which is hereby acknowledged. PROPERTY* 130ing 5,212 square f t of land In tWO Parta, actuated In a ramainder of Black 1, Fossil Civok, Phase it, an addi4le11 to till) City of Fort Worth, Tarrant County, Tex , as filed in Volume 388-141, Pages 51 & 52 Plat Recants of Tarrant Coulft Taxas (PAX.G.T.), and IDctnq a Portion of a tract of land described In deed to Fimsil Crook Aaaoci , Inc., a Texam non-profit corporation, according to the deed filed In Volume 14175, Rsgu 62, DeedRecord of of Tamnt County, Texas (ID.R.T.G.T.), and being more particularly 04m4tribu d in. Exhibit "A" PORhL4e EW SEWER FACIUrY EASEMEW R" a+rr®rss EORi•ty3.h�`i+is . O4 Page 2 of S Grantor, for the coroi6eratlon ,-mid to Grantor a:u! alhor quad w`lim b a consideration, hereby grants, sells, and conveys to Grantee, its successors ar 3s6r n3, 'La exclusive, perpetual easement for the construction, operation, mairdenance, r*p-r"Ait, upgrade, and repair of a P+Furwi7ent Sewer Line Feiiflty, hereafter referred to ���r.,��rk<� The Facility 1"fudes all incidental underground and oulavugretMad attachments, u� PM. tt and appurtenances, Including, but not limited to manholes, manhole vents, lateral ' 0ft*. tuns, pipelines, junction loxes in, upon, under and across a portion of the Praparty d m4 ull y described in Exhibit "A" attached hereto and Incorporated herein for all poriin00 sar:, tiler with the right arlsi priYio oa at arty and all times to enter Property, or any part the a p€rrpoee of canstru€ Ling, operating, maintaining, replacing, upgradhtg, and repalring paid Fl flty. in no event shall Grantor (I) use tho Pr.�pfalty In a,, manner which Interferes in any material way or is inconsistent with the rlahta granled but r $11) erect or porn lit to he erected within the easement property a permanent a[rucruoa di , including, but not limited to, monument sign, prole sign, billboard, brie arm ar�miFy t#,in r. is or other structures that requirn a bonding permit. However, Grantor shall � and maintain a concrete, asphalt of gravel driveway, road or panting fol amrogs +It Eaa €at Property. Grantee shall be obligated to store the surface of lhr� Property at GWteWVo cost and expense, Including the restoration of any sidewalks, driveways, or xintlia�r t? trim ve merats located upon or adjacent to the tetmrrint Tract which may have been c + cated, altered, damaged, or destroyed as a result of the Grantee's use of if`e! naaR 1trhereunder. Provided, itowowir�t"a, Grantee shall not e obligated to restore or €tplwlw allcon systems or other Improvements installed in violation of tna provisions and inion-JeoA>Ik.ot la Easement Subchapter E of the TexaEp"f rty Made, as amended, the owner or the owrseir a heirs, successors, or no entitled before the 1001-inniversary of time date of this acquisition to repurchase or rtei, nformation about the case and any actual progress made ilowavd the use for w#iich" was acquired through eminent domain, and the repurchase price will be the price the ai r you in this �o t�isltlon. TO HAVE AND r etoto above -described easement, together with all and singular the rights and aappurtenanc es iti in anyway belonging unto Grantee, and Grantee's successors and assigns forever, and Granter does Hereby bind itself and Its successor and assigns to warrant and forever defend all and sirgular the easement unto Graarrtee, its successor and assigns, against every'person whomsoever lawfully claiming or to claim the aarne, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APri'Aff ON TIM FOLLOWING PAGE] PERWINETtT BEVMR FArAF Y EASE aMT R". 1:171tat97 20 Page 3 of 8 GRANTOR: € OSSIL CREEK ASSOCIATION, W. Y GRANTEE: C€ry oT rt Yvorth By (Sf f A-�RCr'LDAS C FORM AND LEGALfTy r' t.Limaj .l�ssl � �:x+rK_ vnni{, � a r�l erx+l ayA+.irdnIaY THE ffATE OF TEXAS COUNTY OF TARRAA ACIKNOWLEDGMNT lukdm:,gnkt,' authority, a Notary Public in and for the State of Texas, on this day personally appewd ke is i`'A } 9 ; t . known to me to be the same person whose name is subscribed to the foregoing itastrgttrnea�; at acLiowled ged to me that the saute was the act Of . said that he/she executed the sane as the act of said � � . �} the purposes and consideration therein expressed and in the capacity thereia si W. OrVT,N UNDER MY HAND AND SEAL OF OFFICE this day of F4��i�i�11111A�u otary Public in and for the to of Texas MMaaysrrr SeMR FAGIUrf VASEVENT Rev 01118 a7 Wo Page 4 of 8 APKMy LEDGMEM STATE OF TEXAS COI-PNTY OF TARRANT BEFORE ME, the undersigned awhonty, 4 1 DO for the State of Tauas, on Ts , day. parmanay -! ./,. #&,, 'AL' of the Cftv of F13pt nown to me t6 be thrr amne pemon hose name Is mit*—chbedlo the floreqohniQ irjatrumei rt; and a4novAedged to me that the same Was the act of the City of Fort Worth and Opgbi&he executed the same as the art of the City of Fort Worth for the purposes and ;,imnjdFjFmq l4ligoin expressed and ;n the CaPecity thorein stated. GIVEN UNDER MY HAND ANO �C)FFICE this otarylbule',llic in and tCir the State Texas PMMANEmT,%MRPAciLrtyCASEMENT Rev Page 5 of 8 IMIT "A" "201 S lfUATI.rSNWER EXq.N `fI1�7"G , Meng 5.212 "a— fed of land in two F MI, si in ft or of Block 1. Fasa11 Creek, Phase Yi, aa; adation is rise City of Fare � Ti ,� -Aunq, Toxat as Mod in Voh m 3t19-1 41, Pages 5l & 32 Plat r�Tornra t k rr.'%�.&T.C.T.) and tsdtlS a vordon of a nut of descAl l In Fnse{I %r At eoui+tati ine. s Taea oat-piollt Owporatialk acconfing to she deed ttt*,lq meo- 14175, Pip $2. Deed P.cco:ds of Tsrtsna Caa,aiy; Texas (i7R 1 G F W' rnnra ieulsrly daxaribssi by man end bounds as tbilows CO C[Nt: ■t s In hbl h ' tda,i uzrck k ov st ttte rest oer= oFi.ntl,Blnekb.ZVHtUaty dnaco4MCltyOfFO't1'O101,' MIA Casdrity, T*=6 as Glad in Cabinet 1 7t i, ; &T.C.T., dw Wing in a sctrt6 Um of rile r w"m bwa of Buck f, F A and alsa Winin the south line of s . db' cvido aawar �� o-r,rJ3a psr Rk'1 of cafe Fwnd CrrtA. Ptad 11, stddCd a 112 inch iaafs wd+vlIh j SEkio]q & .4+i -". found io iha zoalu fEaa rf ciid i.c i 1, also baing ha din ttae 11' d`i-,.t h, DbA C of sp 4 TbA Vigm at Fassi1 Caselt, bms S 32r41'36" W, fret " fmm which a 112 ierh iron rod widlt eap "Wier & 11140 4t am somikamt e.Q 8 of Sale let 1, Also bdm the nonheng coma ot.lS.1 l� u# aahll�us4 C Md e1.0 WOW fn th-. west Fisbt-at-way line of Raveaside Drive (120' z widtr Laws S 55"4l' 1 l" E, a duty= of184.47 f f; osor ess Um.1�d -111w 1, along do a wbuly Um of saki Ad' Wide s wdwy seweseascanorsp ocffrut sod SlsWrxei4 a f i $S '4`78 dLnsacc of 13.14 feet to list of s mn€ W salvo as eho Oft radius is 295.00 fact sad vihm lang Chord bens S 94°33'4r W, iV,s3 FDvt AlongcrrustaameuddrrwrwlYdirectiaadsodlylracervalaa�ce�Pl7°i5°04". atc�,ed1 f4oft969iE>rttarheel�®Paaidewv� S 76*11'10" W, a dlaraaro of IStt VMto tie N*, miog of a naes-uwSmt 4wsw to &e right s haw radio is 369,20 fwt and wbosa [on cbxd bmA 3 a0°STGr W. a disaanw of 72.39 fact; Along swd cwva in a so+astiwcascrrly dlrr don thradtgfr a ca&A male of I 1°35"533", art we laagth of 72.71 feet to a 1/2 inch itot sod set will► CV Stamped 'TN? INC EWT" (beavinAW all 112 inch icon nods set me MEW the sMU4 far the FOM OPBEGOMMG of cite hrmasfisr d€=Wed trw Of farad; TMNCC Iw ns said easy ent rind waftuing over and tools sad Blond[ 1, the followinsve cs and difftmxm S 061521171 E, a distowe ol'20.04 AO to a 1/2 in& Iran wd set at dao bcoiv btg of a wa-un ra cum to tits right YA*so "as is 379-20 fbra and whose tang cTyosd bun S 99°36'17 W, a dbU= 0f 40.29 feel; Alongsaid CWM in a SMKING7eatedy directlM ttsraugh a caolral angle 0(96 03'22' an etc length af4030 Peet to s tit hwh orate iud set Ihv cad of said curve N 97.14'56" W, a dim o120.64 Act to a f/2 it& unit rod set at Ow begiuu of s t®gmt cs ve to the right wlmsa radius is 375.00 fear and whasa lvag chard bam N ti nT29" W. a diame of 49.15 feet; Sdme! taro FTW 143#2 Along said cma in a mr6wimcwh, d3axWou a rxsvtJ i +,eye 01GT` VS r, nrlmelevlbof0.19frgmalaia hitemreed satIhsF0ofcsM, N 10'1558" F: a 4Wmof20.WFm to a 112 me31 Lmjvd,*L t,, L4murit li of said W � id-1 ssmAmy wwai x am I.�{rml urn. I w K cati a co it Jell whum "m is 355.00 fact and whn toga ` Irrpll 8 53-29.2r a cf46.33 fag TBZNCE amemuirla cvwfd ®Ici Ihn a thiy Lmns o! said 4Q' wideeaarsilotya reaaerpta}a the bYloWulM 4 yhr' Ibayilia +umfaamhnhimmily.1u.1'tn central angle of07°30'%-, ae—V irnAlls of 4fl,55 fag to a 117 iLi>t iWed cladofsaidcueve; 9 h7"14'S6" L. a oF20.62 itst w` a I fiX ink, lttA# sal a! ttsa aftaatttrwortCaiminLim 1■rl mum b35910&dwadwhom1mgChwd baste Al °91•56" w a diS u me iA 36,111F 1 Aloh9g Ca d ounp is a uonhrt dumgb a onaal moo of W53144", an art: lm>giths of 76.95 fad w t � BEGDNM ani grAmmift 2,143 smwt' frrat or a.849ar rtilm LL+F.rn+r.NMG a a I ,"uad with Cnreadable cap at the ncrthwo t comae of%eA1,8toeil%, 1M Fa :'vmkaO toftCity ofPut Wcrch,Twm �tg r iaa a1' G lide 10764,,PIL f.0 I°., a bo bcing is a anath line of :: rtMaihz� of h7 }.ae&, l?11ase It and also bein8 in tits um& line of a �11' rittrt n55[Ny am sux11j, as 'the phad ors4 d Fund Cta , Pham It wls h a 112 it N%'uno red t4i;* " Wmr les�ac'". f its south We of said Lot1. 2IW l !R lu use ,th h pf a�st `A, il'10ck C of said Tho Milian at Food Cmck, bases 8 32*40*W W a l�wmo T' 1d0.35 i'cm! et mid b wlikh a 112 imb €rasa rod wigs cap "Win 'dbs� , . fomd at the smAw.la corm of said Lot 1. slap bckg dw nanhoxwL wnz# ortol-v-of==dSlo:t &0Hep1"iu3inshy Twam W f} '' ' is "'Mcb , bases S 55-01' 11" L a disftmo of 184A7 felt 7![FliCR a wou skid 0locit 1, along y lisle of said 4W w4ft sauiw°y eeaamehh4 a fold s ate and diamweg ' P .46. WP, a Cf 33.14 fit to The beemWng of a rmgm "m to the I whams sadhtcs Is 295.00 feat wd wbota long sire brats 8 84°S3'42" W, a ftftnoe of S9.33 feet; tAlsrmg sAd ctuve to a mWmeauty 4kocism ktktmgb a coaatrsl ample of 17 23,04", ant we langlh of 89.68 fast to the 04 of said cww, S76*1FIVW,s of532,50factto ofanopluauctmwto the tip Whom radius is 364 20 Ad mad whom lww chord bms 8 83"54'WF W, ® of 109.29 Ibm A11mg: said cwva in a suLffiw iy directittm tlxnm$1a, a creates aW a of M9'35", m arc lcstO of 109.67 feed to A lit ineh imn and ad r l h ; lip a3 `"W INC FSt a " 0wrazaafta ail Ili imcih imn xmts sa arc marked tba sarasej9 ld BrI4':d W, a d mmme of 20.k2 AVA to a 1I2 inch imn red at at ahc baonuing of A ImWul cmvs to the righ Am mdihsa is 335.00"and wthosa lmdg clwW base Y@ 97°06'iS" 4ia, a d of M06 f AI-9 Said come in a asatdtmt ly dlrscd= tad, a W04M 0900 aff 2WI7'22", w am bath of 125.71 fast to a III inch im rod sat for the POINT OF w' GRYRiQi8 0ft1 } d txhdtractoflm* sbw F W 1439 Page 7 of a IMNCR leaving aid eaaeorent seal contiming evu wA Krrm Id Mack 1, the follovri%comms and diwbwcj, 9 23VI'2b" W ; a dhrance oi2D.00 knit ro a 112 luck sc u'ta� a ■c)he�Ig of a una-Umem carve to ZM right a radial is F� cad wla000 long cir®rd bolts N 54°S I'36°° etr, a dime of t37.21 faerF Along said a:tmInanc■*wc%vdydb=dondw w: rngirofYt"11'36", am are feagr$ a€f i 3g 38 feat rn a if2 inch .,pod oiJW <urw. N S1"2a'g€i, s aiiraaose of 2fl.175 fenr a 1ii ' tdl ive in ILe ■va ih iun; ofsdd4O' wkbe samitay seater es$mpter+ WM CLM Ev tfss fait rvi rsdiva fa 3SS.t� feat sad oLntd be.M 3 54`38'33^ E, a dlatmee of 147.42 foot; Moor arid, cx m in a dmroi t miml ■nRfs of23°S&'Ol an arc teaga� of 14E.30 f rotho�£i�N'J'' h�Gfl+�lll�ti ■ruf ooFidais[r� 3,� sre feet ar �-07t1 of an aetr: rR �{ r Twas Regi*afron P, L. �. N SEirSiaj'Dff t. tft Rn ��+m h r■hv 14 G,�t i'tv�itF of t{'A Tie C.nordl �afem of t�.l' Nodh Cw" iww}, W .J2291t) 2410) M da *W Way from Wwwn Oft Syate"a�aa+�y Vr?q flornrwca 6Wlfaw {+ i+, si Na Rssl TUM I(lown2ck (IUXK mgda7da. An .rFWj ■t{;pnh4 flry, Fla ai 1.00012 was mad is 3CdM9WCQWdbftN arW diaMMMISto tygom . 7 2. lRt+ ri Cap - &44 -ww. � Skncet3 Sfxet.304 FTW 413a2 "Ir filer — trs U = - At WIC - m-t, _- _bawwwwoll4l P :r J=mac MFt Au w fw 0"i wo t "°p wopb+thkw "M i Ut+"+rhw Cot L`+�]f9caJ9i t}!d sP?S"=ON MfCiif3eT1[1 fs a5 Va Vo $5 $S*W4`uvm}ar,tj4 "°oS tC6}lfaa►L`�IMAe:a!U4 C *j LJpL sl AD" Pik!' lfxa , aaoq �Rtl � ,fir +4r 3% in wr7 p V 4 '...pC hm—p Pe zus .-_ - - LORE-_ t 4 PP i ram A �O � �1 - L 'ON ,.�35893N SYk3t - _ seT)1-wd T five on" .--'� ,�>,>� 1rra'a ' IA NOM ]L xaeo �4LjNmlq3lclva dim, Has �a f, :E-3 7J"2 l�Sttt 7tK "3As �V�92wV 1'r i4l `0 S { ds 'F F .�,d t!:- !!! YPa57 Ti Stvrzc-C i am, d �4w � s t v� i x�•,v�-� ! > f ja rsr'�F 'v a xz�xa ei >J ' ! -Lats3 'sx , +§tip, � ���c:a s•E SL 'pica �ucw° • W iT 0.7 Y �rlrt.+ La Z's XF co Am Dr pp �+ Fi' 7! 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I 0 xras�alatteLa.�rrtln.t�mmmu w \ Sri Utttxc. sm ImH >r ...� �� ^>• *:wrr n h i�� s�==r" �..f:L'd} .0}7GG 7Si. } .7A'68 3.9II.tltffi C1 :���.r�aa.�n�aw}avtC .. ru. �e:>�: ssdaran .OPsac .Door AOs,�ans� r� f� J�:fS ,M;PE AjuYld9B t:S asacc s«-++�szir�a���r��Tlry .fi2'¢9 A.41.9GAM .Ujo= 4w"t !s .wa vmsrswi .� �r rr wt• 613N w.iira - - - �' mm-_-z- aR o BG"L[ a,0ln.Jlaa .44�L �LlfilOf t1 F ';LL 1^/ +a T ica;I wet�7 so..",tS.IX'J 17CC .YJ'Q6 �'JRJ�e I YI P flu"CF7tw �a :s.�.0 eah �e �: ` "aa r,ersB+K �.r73GG i 1FwL .R# to - - �i-4awYS}Jyp;«.......4.�.��■n rz J, "wens 9CQPf - D218026807 21=182:03PIA PCs Fee: $44,00 Submi#ar. XgROXCONYERC:IAI,SOLUTIONS Eleatronfcally Recorded by Tarrant County Clerk in Oftidal Public Records Mary Louise Garcia CPN 0 ti2916; Upper Big Fossil Creek Drainage Basin interwy �. rnprovarrinnt� Pareal # 4 TCE 3m1 Clubgate Dr. Block 1 Fossil Creek phase it Addition CITY OF FORT O TEMPOMANY r, )NMVC7jf Mrf NT t DATE: GRANTOR: Fossil CreekA iuoclntlon, lnt. � GRANTOKS MAILING ADDRESS (iris inaywniy): 1670 Keller Parkway Sir- Irl Keeler, TX 76248 i GRANTEE: CITY OF FORT y-A,AYq GRANTEE'S MAILING AClt7f� .�Hr�.udrrin County}: ztia TEXAS �T. FORT WORTH, ( WNT COUNTY, TX 781€12 CONSIDERATlOI+i. -f u7 ($10,00) and other good and valuable consideration, the receipt and sugflelency ofwhlc;1-,'k ,- wwby acknowiedgari. PROPERTY: BnIni1 9,667 square feet of land in two harts, situated in a remainder of Hirick.1, Fossil Crack, Phase 11, an addition to the City of Fort Worth, Tarrant County, Texas, as filed in Volume 396n141, pages tat tk 62 Plat records of Tarrant Cowitty, Texaya (i'.R.T.C.T.), and being a portion of a tract of land described in deed is Fossil Creak Associates, Inc., a Texas non-profit corporation, according to the deed filed in Volume 141ys, raga 62, Dead Records of Tarrant County, Texas (D.R.T.C.T.), and Being more particularly described in Exhibit "A" Grantor, for the €onsiderabon paid to Grantor, 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, in accordance with the legal description hereto attached as Exhiiad 'A', and ingress and egress over Grantor's property to the easement as shown on Exhibit ' . 7'c�gca�p cA-�i�.E�nnau euea�ot� Page 2of8 It ;s further agreed and understood that Grantee will be lwrrrutt �: use of said Easement Property for the purpose of rehRbWtetian of s rrunctws ' u'lw Ldpnrt completion of improvements and its acceptance by Grantee, ill rlgiits grai i if u.,described Termpormy Construction Easement shall cease. TO HAVE AND TO HOLD the above described Eaa $nf 7,o rty, together with, all and singular, the rights and appurtenances thereto 'in an, ng Into Grantee, and Grantee's successors and assigns until the completion of co ct !� acceptance by Grantee. Grantor hereby bind thernaelves, their heirs, suvoepsiw�pm and 9R/ Ana, to warrant and defend, ail arld singular, said easement unto Grantee, its au saor!r nd assigns, against every person whomsoever lawfully claiming air to claim the same, tiro �:atf fart thereof. If -kye Tewromy eawtriWSSQD LA�cmcni ottr8r1or7 GRANTOR, Fossil Creep Association, Inc. GRANTEE: C, of Fotj)"1r,ril: By (Sigmahtm (Print j r �'�`� , Title AR AS TO Ft!t_ Li'i VY' . ,�Atftlf'A S]luG hi t"liykbrnay 1 - AqJKNOWLEDGUMENT STATE OF TFXAS COUNTY OF Tr1r+r' ANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, can this day personally appeared ',Rt D k- half [A I U known to me to to the sauce person whose name is Aubscribea to the f&6it6u instrument, and acknowledged to me that the same was the act of and that hefshe executed the some os the aid of said t:A . . -4 (. C" . for the purposes and consideration therein expressed add In the capacity therein stated. GIVEN UNrER MY HAND AND SEAL OF OFFICE this ay of 1 __ YICk1 EI�E l 1 / r i11 C —=r` - y My Cammirsion Expku tkjEFAINT�TZanA fnr th® to of Texas •� 09-1A r�4.2D9D P, Tmpm%ycaaa bw Faemm 0111900111 rORTWOrm Page 4 of 8 ACKNOWLEDGEMENT STATE OF TEXAS COUNTY Or- TARRAWI' BEFORE ME, the undersigned authoft, 4� oyvy I Ni Nic iij and for the State of Texas, on is da personally nprpilmcv. -r tq�,Jxp kqol—kC-of the City of Frj1L whose name Is LbliLiZtito the foregoing mptumenl, and acknoWedged to me that the sae was the act of the City of Fort Worth and Ihuf r-k-k-uhs executed the some as the act of the City Of Fort Worth for the purposes and cc we ibvn exprewed and in the ompacity therein staled. #f GIVEN UNDER MY HAND AND �i rKOJFFICE this day of (+ ry Public in and for the ,fate of 46as VIA& gmrvw T—Pemy cbwbscdo. Emmt OVIM017 FGVr� f' "A" 4 PARCEL 4 - TM Being 9,607 wawa feat of land In Iwo pam . — ins of Black 1, Fowl Creelr, Phut 11, an sdditioa to the City of Norr omit. T ut C4mad;, Taxas, as filed Id volume 388-141, Pages 51 & 52 Plat f3erord atrneu ink, Trion (PRT.C.T.), atsd being a Portion of a meat of land de �tabed is a V. 11 ds n" 4i. cia€ea, br_ a Te u0ngtnofst eorpeb Ujs, =*0jding to tine dead ilir b, ,dwut 14175, Page 57, DWA FCsaarffn off"at Canary, % iil.i! add bt Sr i tt[ota part tsui�ly dmtaibod by matesarai bounds as followx t ON M1$PICiNG at a I/2 inch �s lnd'M dt rtattx�dabie cap at the aattltwt$t wince of W I, Block D, Tho Villas at P- .M t t{ �; ,r *W urn io t[c Ury ai art Wordt, Tarrant C[rwst7t, "faxes, as Mod in Cahitry, V.[t.T.C.T., also Laing in a south IJoa of mid der of ad, fi Hinds 1, pi.w Vbmw i I and also being In the south line of s 40' wide sanitary sv'=,�:rad,t. prte pTot 4%aas'd Faamil Creel; Phew 11, ant which 2112 iuth isms nad wM�P t lqi 'T & Amuc.". (need in the south liras of aaid Tsar 1, s1sA Lr in Dta ott4.J(F k 11, 810ek C of said The Villas at Fassil Crest, bean 3 32'40'3W W. a-.X "i.�Btl', fiat and from which a 112 inch imn red with cap stampsd "Win & A ii tr�■t the southwest corms of said Lot 1, also taeiug tLe northeast oamer oft VMT 'd Brack t"-> and also hcing in the ILigid-ai Wag line of Rivarmde Drive (! it?'.� 1,iUr ?Mtn S 55'01'1 I" F, a dinanra of 184r17 Peat: THENCE over Slock 1, vlaog alas wudMy liras of avid 40' wide sara➢no SuWureasmeae'n grrf�crrasanrldlafsaresa; W go.4s dialance of 13.14 feet to the b*ntting of it tanUM corm to the `41 '14%4 0 is 29S.t;9 feet and whose long chord hears 5 84153142" W, a 4.33 Frei; Jlia.8 tltt+w In a rouShxtrtaly tiirecdloe through s ceanal angle of 17 75'ti4", Oh of R'1,69 feat to the and of acid curve; 5 761111 10" W, it distance of 203.4di fret to the POW OF HEGRVING of the hacinafter de"bed ttactofland; TUM Ci` leaving said raacsawt and caratJrvuiag over end acvm said Flock I, the Wowing*am= awed distsneear, 5 13W50" E, a disuses of 20.00 feel; S 76011'19' W, a diaicoco of 328.86 rest tar the begiuning ofa tangent txuve to the right whow [relics is 37%20 feat and whose long chord bears 3 800S2'13" W, a dlstaace of 75.19 facts thong said curve io a soutlawenarly direction through it cumvil angle of 11.22'45", an arc length of 75.31 feat to a 112 inch. Iron rod Fed widt cop clamped 'W WC ESNfr (Wreinnaflzr all 112 in& iron rods set art[ marked tha were) at the end of saidvuve; N 06132'1i"` W, a distance of 20.04 feat to a 111 anal[ uatt rod sat in the southarly line of said 40' wide sanitary aawar casement st this b4nuiug of 4 oco-tmgcut cum to the left whose radhis is )59.20 fact ernd whose lmrg ciwtd bows N 80'S7'Dr K a distance of72.39 &et; S od W4 FTttt 14M a- - r _._.... w.,..,.. _.._ .,._._. Pugs 6 of 8 TIMNCE aian$ ties acuth fine of saki eaumneot sad Continuing ri and MMM said f3lvs3s 1, #be fr3119vvit ec aemse and distanoex Along said starve is n sroreloeastprly dl dtr 6u wiJ� n ale 11°33'33°', an ere IMS11i of 32,71 feet to the aid ofsaid cu va; N 7S°tl`I0 a diakamea of329.1i3 t hn dk. 7 aid ecuisiuixsJl O,Ov59 agates %t cat O.t83 ofRtr ot,t. ilf du . 7 C MMMCl at n 1,22 it" frur wr]d fougw lkmppi�Alc cap at dw ntaffixc$t Coster Ali eflAt 1. Black D. The as at Fooail CmdL vat vA CLhe City of M1 Worth, Tlar[ssaai Cosuatn T as MW in Cabinet A. S*Q1076di, F.RT-C.T4 Ciao hero in a south line of said remd4ndw of Block 1, Fossil Ctmi; � II apt also bail ha tlm south Alm of a 40' wide �airasy �]ra,�._Y,r:-gar. a,� pwr 'd iTc+arnt Czeek° i'9„aaa il. �nwb�s a ita iWA ieaa rod "i,n r r, 4 M1nipG1 " : ,fug eat EIS aaartih irsac taFsaid Last i, also baing in tine nosh ttm ®f La[ d f sald i1u ViUm at Fossil Cae*, eta S 3r4i1'36," W. a dlsla�e oe W 4 at which a In irr;t itTm rod with esp stomped 'Wier &1A : `, fund h� ra roTnw of said Lot 1, aura bEiaa the Mtlanit MIM at Lot 12 of prim i . ' MM teeing iaa the wed Ri&-af Way lisp of RivcaidJ Dr;,eL 20`ILL tj;lohjr h '01'Fl"13,atLesrsrucea�fl$4.47% IHEWX uvar r1al au ttltrrtg tote tauthedy line of said 4° vrida a itary . > J] gR73`4h" ulnlu .af 1114 fed tan the bedo fro of a tavv=c mre to ft left whWo . b %3-W &91 and srah— tau& chMd beam 9 $.S 53°42" W, a rllataapa Aaapllt ui [ araaStwcatrtly dtreCtinn tttanugh accntral acoF,ls of lil.4`44", m4miolg' feat to the end ofmidCush $'Net I OF532,50 feel to to baghmies Ora ttton-taogaat sinews to tsc respite is 359.20 feat ad -times lang chid beets 9 93"54'00" W. MhWC -0 09.25 rae4 Curve in A ta7tttl3t emaly dirwima tlnc* a Comet =we of 17,29*36", b of 109.67 feet; N 39114'5 ' W, a distance of 20.62 fact of %he beginning of a Uwgcsai CMW tta the right whoa a4tua is 355.00 fog and whose lsng chard beam N 93w29'29" W, a dia4aaof46.$3 F AIMS antd crave to a nnrtitwestattp diesctioa 1h=9h a CMftvl artgla of+,3i W$4", ru ere imgth csf 46-56 feet Saw a 1/2 inch lrnn sod set with cap stamped " l`NP 14i RSt.1r [1mrittatler all 1t2 inch oars aids set ate rswarkW the samcj, for thew F4JNT Or REGR4NMG of the herein s€tc de ]bttl tract of hind, 'C71ENCIR; lcavisng said casament and co thwiag over and acton .seed Black 1. tht]blowing Comm am"pa us; 310"1 F5V W, a dunce of 20.00 feat to a I I'2 inch iron wd sat at the of a gon-twSenr corm no the flght wht zaiva is 371W &A atul whma ]ong chord heara N 73'204$" fir, a distance of 03.44 fimq AIM Wd saws in a ua€thvsa!RaiY ditmcdoo d vouSb a eCsirel angle of 12 46'2✓3'1, an ass length of 83-61 foal to a 11T, inch irm xod se4 the seal afseY€i curve; weal nF4 F{ W 14342 ' Page i of 8 N 27`02'26" B, a dimme of 20- 0 ka to a 112 inch imn ma krr slw :ucl6 lure of mdd 44' wide ssrutexy sewer ema=m at toe iacdjacnjug gyp na r wve i.� the teft vrhasa radius is 35100 fear and whm fong 6r1k€f "6`-01' a distmc* of 73" fart; Aiang said cnrvn in a southnaatsrly diroet€on thmo6 Er €b Z�4 0£ ii°4d'2&", en arc tmVh of 74.13 fbot to the POINT 1 OF 68GtwjjmYvd cqD10latDR 1,629 sn sgoc fit o:(l.iEt7 afnn case of laud. } Theron W. slma. F P.L. , Tee REOshatlim No. 7 .. • Surirayad or€ the ground Msy 12, 2017 � 1 t _ acarhs s of lima ahmm heraorr L r, of lhv ToLm Cowdinwe *Syaium d l9w MGM Cantret 2®rar HAD93 (20" 010) m dartvad locally fmrn VYeaEem Urns spt m■ Cffir�t'rYCYilsijr operaft kirs 1CORS) via RrAl71ma itlnammlo (Ey ) l mdhada An arsa�nnnatl+ Fu,-*m t auutr vrs u 4n St Hla aaardlneE� end distonow toast' m 2 Irktawl parts of €ids s 4. � n. Lam Cf2SG€ERt1Un) Shea 104 srw €a,M2 14iwa lAresuoa Y.a;4tn i�Q f loi%h �+w 0iw L.m ic�M1 I CW,ri }`� 7 �. r u..s i 41 3 L >- 9 q aZ srY� � ai m � :..c �.rws rxn? f j n air RgLw F?4vf' wvuk m a�si° P EPA x9m . ac.r d17 11— %W— 4r—V* O . d �r�t iru im�l �Y Rlel ii+na E tt 4 ?S!s` JPl3p` rtaevl� :.0-ru-, F"t, u' iCSSN_CKEk'K AS3®G. Oil. i a SE3wsa-E V.oa' r---- tawt2Yw+rd��w�4��w>9 rCelKaY. ` i'.k. YSFir, 1aG gr L3 ' A,d6'Srn-V =04' 0 TL71• 27l'z, Cl-jar "7 4rartm TMW QRS.C.7 - -- - 23 ti h.Rd aarcxtrlt'+,�y sarsr a1d7aa w.n L4 NAVYVIG-C .H7l.111' 70{,!r'ids' 17'�I['I_StQ7a3011 :�.N lop ! ; �s Ad6Y74'�d`�F ao sa' 4 39p.76' oL'6TM•I CKl7"J!'M .55.�e" ....�.�..�.ra� -a�F`3Nr 1 C ,7r 2_ ". W:o4fi! + Np- a sa' l .. r� a.a d � .. t L \ L7 HUO2'24"£ 2=0' 79+t2i'� rrS7lY#l"l u.,i SCA's� \ v t etf +r+sz�' sr--7o`AM ifs' s zk carp i r S46T3, FC 3C \ t \ A--fi.rfixg OF we. a�i neral Z P.i?7C.i grmce cl eBp ozl^ ' L aJa a s i ac S.S. 1su'r st cst€a ash.. arc.. T.— --,d EW c4p } M mo�a'ss 'r. d VOL reran - 50 vai fee-asv, n� sl R d r !D a r 1` S f fsr W, JA a' r 4 - yTa,73.1' - / 4Y, 1r AF l p a° 4 i18. B<7.7$ as 4Y (i iad awl, oult sr) Cb CZ 1 20, mo. mar. isu% ® �i- e_}• j j/ _ 1 Sid,; i9 BB F'OS&L ca x ASS'p:., yaC„ % 93 { MK A - r a Im[p3 nexz-9 �t ls' S.5 £ a2 j j C2"AU18;GETr 4F btrl F �A• . sF t rotas, a y is ice. ee Q, Pa 6 07A r�7S . --REEK Pli ;k d4 7NP Y?PI 9S 4r YY ierzr R VTX 3U•-N). PV'a 61 32 d 4- - 1 jtji AAT—.; f . c PA F0784 CE E If �;r * rt it 3 3 rtAy �.7&�OaB �r Tt�T�l+.�t.4�i/1y1�!gi.l�lk ,�•!r� T ....." Al. l5� V CONFMUi.., J O- i+ SM 1. i�,S f�GSF' di .E%? � -•4trc� sus 1"8ue lSatL A pf�1Gf�� �eF a { � '5637 tnp ��9 BI. ��al We Grt'+�, ter 7> F ?�°" ro" Tx 8'�s 7L as y. Ai4aa9 � else Ckp of Fat lice[, Ta<met CaYr�, WY>< .ey 99, iAf7 ' .°,Rigy Ya � RwB IYdaMCf.lure 753�7 ' imz, u f'xFry in t'rFcv: 29-B4i,'PW'c R & $1, 5.v+}+d on il+a srau� �. 5UT� '. 117.22&S"Im llr.ST L".0 Es Vk,1 Rr.-err rrl7's:rast>�tYa'Su . ors*aalYsarloaexaraslrv„an.-ior+.+�aii... .-xs - eaw IF - &Yr - rai -1�,w tam+. ru area.. ..d' Page 1 of 7 • 1021002009 VW0132:06P1A PGS7 Fee: $40,00 Submittar- XEROX COWERCIA,i.SOLUTIONS Electronkally Recorded by Tatrant County Clerk in Official Public Records i3i8nf Louise Garcia CPN 1I: 02515 - Upper Big Fossil gook Drainage Basin Intiyrcu1�Iravarrierrts Parcel 9 a TCE 3 r81 Clubgate Dr. Block 1 Fossil Creek phase II Addition CITY OF FOR VIAIR TEMPORARYCONSTR.- CTlr?- ASEE�LT DATE. GRANTOR; Fossil Creel; Ass€ latiw I GFrANTOWS MAILING A€3DRE Jnml, '.ourliy)- 1670 Keller I�ar� Keller, TX 79245 GRANTEE, CITY OF FORT Wall. GRANTEE'S MAILING A!) I§�ncG leg County): 200 TEXAS FORT Wr PA ANT COUNTY, TX 75102 CONSIDERK Tarr l IJars ($10.00) and other good and valuable consideration, the raaelpt and sufficiency ref ecily acknowledged. PROPERTY: Being 3,499 square tact of lanai, situated In a remainder of dock 1, Fossil Creek, Phase 11, an addition to the City of Fort Worth, Tarrant County, Texas, as filad In Volume 388-141, Pages 51 & 52 Flat Records of Tarrant County, Texas (P.R.i.C.T.), and being a portion of a tract of land described In deed to Fossil Creek Associates, Inc., a Texas nort-profit corporation, according to the deed filed in Volume 14175, Pao* 52, Dead Records; and being more particular described In Exhibit uA". Grantor, for the consideration paid to Grantor, 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, In accordance with the legal description hereto attached as Exhibit W, and ingress and egress over Grantor's property to the easement as shown an Exhibit W. Q [fd&�017 Page 2 of 7 It is further agreed and understood that Grantee wili Itim 1pam-Att -��in qLd-jka Use Of said Easement Prop" for the purpose of rehabilitation of a Upon oarnpleftn of improvements and its acceptanceby Grantee, all rights gral. (j, - described Temporary Conatruction Easement shall cosse, t TO F[AVE AND TO HOLD the above described E-awq?Fero)Arty, together with, all and singular, the rights and appurtenances thereto'n atilg.0191 wp.ng iinto Grantee, and Grantees so aucce3rs and assigns until the crmpietlon of r -0'0" acceptance by Grantee. Grantor hereby bind themselves, rheir helm, vwcct3Fj!3,,,,. land ns, to warrant and defend, all and singular, said easement unto Grantee, its rs rid assigns, against every person whomsoever lawfully claiming arto claim ihro EinmQ, t paittlip,-foof. [SIGNATURES A[yPYAlt WZ-CITE FOLLOWWGPAGE] Page 3of7 GRANTOR Fossil Creek Association, Inc � ftW G ANTEE: Cily Wgmlh By (9ipatu y A R{,,� D AS T 'FORM NI] LEGALITY ACKNOWLEDGEMEM STATE OF TEMS COUNTY OF TARR"A § BEFORE ME, the and signed authority, a Notary Public in and forthe State of Texas, on this day personally appeared , (A-L . 1A 1 , known to me to be the same person whose name is s lb to the iQ� g instrument, and acknowledged tome that the same was the act of "� and that He/she executed the same as the act of said- for the purposes and consideration therein expressed �n (n the capacity therein stated. GIVEN UNDER MY HAND AND SEAL. OF OFFICE this Ao—day of tic#I EI.DR£lOE My Qviralsskn Ewreq WON 29, 2919 Ie pmuy Copli W to Boom al blt W017 7'�Cjo�arvPublic inrd for the Ste Terxaa NRT Sy1'..611f1t, A� IC��Uiivi�Qr�EAAFNZ , n TE OF TEXAS BEFORE ME, the undersigned authority, 1, ,� ir I bile �n an$l for the State of Texas, an �s day personally appeared �. f,Sc des !`i�G �" of the * .ty Mari ur#h, know to rr�� !�n sae the someperson whose name is ubscribe tc the Inregaing Irrn"nt, and acknowledged to rye that the same was the act of the City of Fart Worth and Oiv r� €:cuted the same as the act of the CI4y of Fart Worth for the purposes mxj cnnaldei l ain expressed and in the capar:Ay therein stated. GIVEN UNDER MY HAND Ahl A,j 10F OFFICE this E.d.4—i4_4 A._ F�prj=- myMJWp1tfN22S o i.f - V Public €n and for the State aF X" Page b of T- --, XFHBIT "A," "TEMTORARY CONSTRUC'C'ror,* Trt PARCEL. s - TC BeisB 3,(F99 aslaarm faatflf , aiR,ated iu a ter-ir�e��_ . rureie CEsdc, Pl�efe [7 an aefdidon in rlra city of Pact Wattle, Tanaad A3!r, Wy. y a R filed ' Vch € lW 14f, Pages 51 & 52 Plat 1R�ecstds of Tarnug Cauw 4Texu CF. ,ZT.i, sad bvW n portion of a noel Of land &wn%M in dead to Powa r'4,r�{C rj6 &L. a 'd`ho t ptoi#t cn9-3rios, a -riling to the deed filed In WtF * 5, page 52, Deed Rmr& of T€taant Cnunly, T— (D.O.T.C.T.); tcyl 111n1 manor rwtkral.riy dmm%cd by metes amd bumWs as follows: CM MRNC1hG n irl iaola ims t&U"llso ■d ble cap at the nor[t &"Roma of Lax 1, Slack D, T� VII IrAs at tFoaa uau to the City of t wurih, Ta ntutt County. Taxas, as Med 1n CAW.ALC.T., also being in a souib lice of said amnalnda r of Ble4k I. F'essd C Wait 10 a South it of a water ISM descrabed In deed as Term* Cttd A■so:.ieM lam., es, udin as die deed Glad in Vohnw 14173, Pap 51; . MW a3ro huugl i,L the south thm ofs 4T.wide saa itaay scaler taFsaatant, :: pal Ply -Of edd Fbmd t ltrk, Phu& E7 11am vtmeh a 112 isr:ta iron red with gap ai Apo Fw, . found iotha south Ike a aw i,ot 1, elm being irk tda Mard t 11dr a C of said ilts 'Villas at 1 OMI Crce&, bears S 72%0'36" W. a N..LOV ?f 11 test and &ten wbkk ai III loch iron and with cop a{t mpw "Wier a -,�-Y -- i:, ■t ft Southeast career of said [rat 1, also belong the asaaalwast wins' 0f 1, a .•.' µr !n nr 1ec k t, w": rdw being in ties west Right -a£ bray fine of Riversidalltive(120'1�;.1e*ti , qs 1S3"ta['11"Lr,a&ftncxofMAIfee; .6YMNC OY�d' �: 1'J.'I 5kt rIT:�. 1, W ova and old Tuws � Air u a wau6wfy faine of ,iYR sal w Sa-nitaay Mover camnant, doe foiiowirz8 couraaa sad distasaae; WAV+Y db"� q dialaaaca o€13,14 feet W tlto he�sutiog of n teatgcst a€arva fa ilea t Iha is 295,44 feat atad When, long ebaed beers N 89"22'0t" W, adf o 0,58font; goat[ ounce iui �1fr4fwEMwiydurecdoe through a ccntrat saglaaftsS"56`31", ffah of 30.59 fbet tea a West tine ofaaatl'fract C� also be* an east ling of said FasaitChMk,,raociatrs Inc., ML 34175, ft 52. D.R,TC.T.) N 0,26' Yr fi, Inaviaag said oascaamal line, ainng a QQMMon lies of said Tract C "A Said 17069i1 CMck As■actalaq, WP { Vol. 14175, rg. 52, MILT.C.T.), a dialaaace. of66.43 kvi, N 41'3343" W, coruinuing along maconlrrcon (lane, n dismtx of27,05 fee# m Itae Fi31I�'�R Gih'All1a1G nfthahtaeinattlot`dC3caibed lase[ oftatad; TMKM &Vcr anti -row said Fossil Creek Aaaasalatas, inc., (Vaal. 14175, pg $2. Ii R_T.0 .), »and sanlinufng aver aad 4mw said Block 1, ft ilatlowlnS aasraes stet ill Unc a. 8 60'54.2T' W, a diataaaee of 51.46 feat to ilea wrtit lime Of said 40• wide xsnitary earner eae—CW and being the beginning of a wn tangew carve to Yise !eft vrlrlse sadtaaa is 335.00 feat and wheae i0a0 chMd Mato S 8o"55'59,, W, a distawe of 55A5 feet; Alung said cw w sad earmnt in a Saaahwtn=Iy dircefion du� A cenftW Magla 009 2VJr, an eso lr,tgda 01`515 1 fact to the end neamid curt( S 76"1 F Ir W, confirtai ng along amid mtsunm4 s theta= of 15.20 few Shm 1ai3 h"rW 14342 Page a of 7 �i 49'2S`OS" �, IesavSx� aaad rastnY, a d443n�c�aiE4.98 i sa N 5 1Ca'g9°' , t dimme of 23,94 %t 1v s jiuAl1". U6} Amockt", Inc, (Vol. 14175, 4 52. CialE.a,s;,; .I, t 19.4w 1. tsf �€rEid "iasn�i C, 5 41133*43" E, BImM a eDmnm licit, ul aalrt I of4106 fib# to tiluLFr}lf+ftUP ('.s onwlil�llLL3a&yi{ ii,tl7laafatn�ct efld. )J'nyl9,itl}i}r A71 YP rl�uw um. i2P_L,S. Teva RegMmtlan N®.6887 ` $dQi ♦Y ■ StITWf8i4 an 11ae gfp"3wi4 MW 12, Mltd {' � 1. 8m&gs nr!5iw +li�hm NEW* t}%fl NarUa rsi IP®T a �cwsde�ia 81si�m ad tD43 1Nol CAAW Z:r 1LwQ 3uiof d d I fly rron Ve rn ORW Cnr*mmLstr Qpn M rya ICOM 0% 77MR (RTX) ln�Ymd. A I �YYlplla V �i. i.�-um ut" is sacs gM cow4p aw and fttaft ra to sulfam. i�iieper`Pgaja a1 Pin - " aLM1, 9. !'Ika4c3a r UMIR 3 "W 1, $4a n S / Erg RIF If-if/ gy} � n� A PIP walk ���vv�sypp, t4RL ix $ t p t � 9.4 114' 7-3 m N. MMUSME DR. n P u --7 Page I of I 2 M1182:06PAI P438 7 Fog: S40.01) Submitior XEROX COMMERCIAL SOLUMNS Bectroftally Recorded by Tarrant County Clerk in Official Public Records Mary LouioeGar;cia CPN 0 02515 - U pper Big Fossil Creek Orsini g] o l3ii sin Ito I t , �Ipor Parcel 9 6 TCE 6313 N Riverside Dr Black I Fossil Creek phafta It AddM*n CI )rY OF FOR WOR VEWIPORARIY A fm tLT ........... DATE: 'GRANTOR., Fossil Creek Associawk, GRANTOR'S MAILING ADDRE$f it 1.Cnerriyj 1670 }Caller Parkes* R�7�tl Kellen, TX'Y62Q, GRANTEE- CITY OF FORT 9A�, GRANTEE'S MAIUNG ADDI")nciuding County): 200 TEXAS FORT V1.10 W(RANT COUNTY, TX 76102 1 T CONSIDERA Ten 11wit ($10.00) and other good and valuable considerafilin, the receipt and sufficiency of AV9-' imreby acknowledged. PROPERTY' Being 3,579 square font f if land, situated in a remainder of Block 1, Fossil Craefr. Phase 11, an addition to the City of Fort Worth, Tarrant County, Texas, as filed in Volume 388-141, Pages 5-1 & 82 Plat Records of Tarrant County, Texas (P.R.T.C.T.), and being a portion of a tract of land described In deed as Tract C, to Fossil Crook Associates, Inc., a Texas non -Profit corporation, according to the deed filed In Volume 14176, Page 511, Decd Records of Tarrant County, Texas (D.R.T.C.T.); and being more paeticularly described in Exhibit "A". Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Prop" situated In Twfzini County, Texas, In accordance with the legal description hereto attached as Exhibit "K, and ingress and egress over Grantor's property to the easement as shown on Exhibit 'A". T­m—y CwnftcVna Fern MOWN? FoirrRbiLn "17-- ... . . .. . ....................... . . . .......... .... .......... Page 2 of 7 It is further agreed and understand that Grantee -riff be porrrll 0 use of said Easement Property for the purposeof habilitation of a ivnjje�ryfe�� 1p. Upon r:vrrkplotfon of improvements and ils acceptance by Grantee, all rioThts qm in deaaril3ed Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above descrifaad �a� rtirl�i��'ral'�rfy, together with, all and singular, the rights and appurtenances thereto in an - ayLbGlar ng unto Grantee, and Grantee's successors and assigns until the completion of c ctte�i r�tt�ct acceptance by Grantee. Grantor hereby bind themselves, their heirs, sumnugso sand aY6 r9s, $o warrant and dePsrseB, all and singular, said easement unto Grantee, is su asom nd assigns, against every person whomsoever lawtfillly claiming or to claim 1 i, ft aorra, - pert thereof. i Y }N Tempm.y Qe sb .^iina Famww 41nWD17 err j Page 3 of GRANTOR: Fossil Creek Association, Inc r` GRANTEE; Cii( r,E F n 11h (Print N t �J Tait ' A AS TO (3R3'VI D LEGALITY } aa1;rWJ, M4 i a i I t Galt' AJ ul nrn� T� ri e OACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TAENJAN T � BEFORE ME, the undqqlaned a thority, a Notary Public in and for the State of Texas, on this day personally appears � � � d ��-�,� 4A known to me to be the same person whose name is subscrib d to th fomrrjo n instrument, ar-d acknowledged to a that the same was the act of - r .J tiCt and that he/she executed the same as the act of said -Z-7 �.. n {�for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL. OF OFFICE this AOday of L��-A 20_1-1 iewp..pCwWmt twF uam=j ©1118wil Notary Puplic i - and for 41�e State l axes Fzi_r�rnl�j rJ' 1XITMEMT&I 4CKNOW11.90GEIVIENT STATE: OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authl-11 �qtury tbli �Inqnd far the Spate of Texas, an meta Is d personally rkPIP11d:- n.�. TI-6-s4atuf 7JY4 P�� mom to '0 J, 4Cf the City f F,,t IM to M to be the same person whose name islubscrib '' 10 the foragolng otrument, ni-id acknowledged to me that the some was the act of the City of Fort Worth and that N*14* executed the 5=e as the act of the City of Fort Worth for the purposes and cona-darawvqrnhP.1n expressed and in the capacity therein Mated, A GIVEN UNDER MY HAND ANO 7- C-1U., --le'OFFICE this day of 3 04 • ary ublici.6dioUthe -Spate exas MAa& T.VTW�y Page B of 7 "TEMPORARY CONSTRUCTION) A F" Seiog 3,179 square feet of W44, silt dW in a 1€mat nt 2RVV. ;hum ll, an addition to tits City of Fort VioaN Tarrant Caw- ,Teas a, i kr1 m Vnttaae 386 tilt, Pages 31 & 52 Rlat P=rde ofTm,,.t Co xW,, Tmtah It_C:C.?,), wl kG,R a iv"ifoD n€a tract aF larul described In deed nv ir�1 C, to Foaafl „` Ae de-, Inc., a Texas nualr9a ¢ettaorxiax4 aclxttats 10 the lard idled in Vut q°.� i yt7 AN 51. Meer! Records of Tacmnt £emery, iexaa (D-R:f-C,T.$ and being rite pntucw.ly. dccaaribed by ureter and haurtda as fallow, - t C:T1ii4AUNt C. at a 1/2 Wall Itau rod xJ141 ra 1a3Ae eup at litm n n€bsv�t cotter of Lot I, Iltaek A, The Villas. at Fossil f ormi to the City of fore i*l ilk 'rattan[ Cutlery. Tuns, fxiod is Cabinet 9a, S4 I Z.T" CT,, afae being Jn a numb tine of said rMidwET of Black 1, Fe"isil C .PI iv Wing ra a ao" H" of a kart of lend deauibed in deed es Tract C, to #'o, ' . ` I tnkl,.ln, ills., aertadwg to to chant filed in Volume 14173, Pegs 51, D-H-T-r-UZI LelnW ie the SnMh W of a 40` wide esnimry gnatrr ors 1, as Fee live pts itd el" 1'h.ue k from Which a In inch lam tad with csp at UoP*d"W1kT lk,}AW. the &MN,ll Rue ofsefd Lot t, also is ug jnthea ugh I1ttG aiT nl IS, t3lnek C, f SIT. r r'ftld fie, treats S 32"40'3G" W, a distance of 160.33 fart and from. m LCM 1 WJ wrtlt cap mwp*4 "Wier & hseoe,", fatted at tito sootheaat cmmr of a 1 ' r a�I g the Wdhaset comer of tart 12 af said HlmE C, sad alas being in Me Was au cl' Riverside 1MV4 (120, in width), banes 8 53TV1 I" F, s dislaeree of 184,4, iC.i16 S dC> aa+t ur. it lisbf 1. U1: nvg End rtctuae SAW TOX t; along the southerly LineofAald40'wilar}, seta°rrarytEtetiativaritsgtwwrna�arddi.rtsnc�; - !r �e r f 13.14 far to the begianiag of a inngetrt axrtve to the lCit {i1t �f G3 €ace utd uAt®sa Irng eltesd boats N FIt3°72'01" W, atdtS€smet of g, , t„i , f in a tettttvriy diaoctton tvrlyt a canted angic of D3°35'31 ", as arc lm {+_ '. [ 30.59 !`ast to a wort lira of said TMCr C, also beigg as east litc of a trail f land ,t.4., ;hne la deal to Fu=dCraek AssoaWM hT , aecurding to €ha dood Glvd in Jt ar a 1 15; Page 5a, ia.1uC.T4 14 48 16' l'T' F_ ieavfPg tend eaScr 011111na, along It COMMoa line of laid Tract C toad avid T+osa11 Catatk Aasccisaat, Inc., (vui. 14175, F& 32 DA.°T'_C.T.), a &tame of 64.43 Ad, N 41°33'43" W, cun9rtufng along vAid rnmmoa line a diltatree of 27,03 Ilvd. it, the POW DY REGWMXG a€iha hrrelnafler d-mbed tract of land; N 41°33'43" W CWianing elOng Acid camu nc lime, a diatau m of 43.06 rat; THIVICE over and acnm said Trset C, Mid cdntitating over and acrum said i3loek 1, iha follawingcoumel mw distubcea; N 59°16'4W' F, a disten of 3.77 fear; N 64°12'70" E. a d1stance of 30,27 feet to the bcgiaming of a "cut gom le, the ri* whose nd'" is 100.00 €cot and wbme long chord bonne N 79"10'13" E. a distance of 31.1 a feet; "Mang said ctuva in a notthAttnarly dimaiatt through a coottal m4a of t7 53'25", an sac lea3th of 31.26 f=to %ha end effiid etuve; N 07107155" L. a diatsttee of 1,95 fiat 10 the bcgilttireg GFa Moll tt nerve to the right wrhoce redttry a B-00 fort alai whM ltmg Obae+d bears S 74'08`34" K a distance of 16.0 foes; 9iegt 1.0 J FFW 14342 Page 0 of 7 AJnng said emus in a sowhaasmafly dttwt9t n Omagh o rxdnJ..nN141.137° Tar, an am Jettgttt of 1634 fit to tka mnad of said curvet S 55°25`03" 1s, a d€yuaaoa of 48.08 fcd r* lho 6epmdu,ftin,4 to the left whose aadim ifr WOO f>� and whaav tang &,,M bea li a diataeea of 40.271a= Along sMd x..uwe Ina aEHatY5aa588HiY dlxactiw 11unu q cpf 3. nsw% au arc 1em#b of4Ti-94 fert to rhs eod .(.ad eurvo; N 891291341 E, a dfl>f€.. aif 2€].D5 fad �e ri I 'ee aF a 15' ra >de{�arued avdlit} -mramt, m fllydin Vatuaa €396M1 4S€, 11 R K ,T., at bcXirdsisrgofo nor- w9m cme to right whose Ysdlna , ihss rKi wa whet laa({ cLt d beaas S 01.34'19"F� aahtat■amy€ Ind Ecru n;ural aid OKW old sha 11ea uftW munItei In a aaaKrlcrowdy dUection t1wwa.r a caucnal angle of 0111'7A` ad air. 11-'b'a.,442.80 fwt is the wd of smid cove, aim belatrsindAFwrrahElaeofarwm co gb�.Pwbilarygdwcr�m N 8621'4ir W, alcetg tha 31GI id 40' t ide anm#ary *cwcr , a lEsEanceaE2S.o3fmt; ry l ?d €11121'0&" W, feavidp L �■I,wer: of ,0.90 fcd tine bqi,",; of a�^������ taa�t CHIC !'t ISM 1,6 I7F ��cs in 71W fed and whom beg d.W �X r � Aleng ra111 arr.� {I 4 nl}r d Yt&tlag dmug4 x5 cettJre( angle a f 32°1i° 3", sat tagysb of 42rf4jtl:r. .i rf saidcsuae; N1S*t7'ff3" 4Y; 14 i kl° 49.Qd 4b# to €be 6eVrrca99ing a a tangatt arise to the kA whale radian Ft f ...*.and whaft a:.imre€ heir N 74"'34" W. a disc w of 9.63 Frei; � ,S'ery� ufe€ bt,I �orihwratsrly dltactian Siaa+aug a sotstrai a�ta": of 37a.27'tCf.", an we teigl}�1- . Athe cru9 ofaaixl carve; 5 i'f w, diclaz a of !.}S fbal to dm jrgiming of a lasgeaat awve to Me lack rWp. r I . ;5t 1s 90,W fcei set€ whew tang chard buss 3 86'02'42`.' W, a distaatao of Alms ma taarvn 8n a wutYtam crYS+dkeLdaa taraugh a c=WA angle of 02119'2T, an f 3.42 led Gnu the ead afmid e€w% S 36°39`42' W, tc distance of 31,17 rest toheth€?IY+T'1' 01? IAFPxiflsi.MXV sod cottakitea3,579squamfizzor0.012ofenmmQ[f, 1 i • __- - 1s mayi8, 2017 '• hrimn WY iilmr,~HA'd. � IH7��- H Vf, kW_ _ T fiegJstt'artb®r,. iRb. jpA? T-1WmYefl art the� aa1t1asY t, %ib97wM 1. 0eoringa of Ihtts Stomas herean refer it) Odd North rrf the Toa inate r eAbbra of 1093 {Plarth 1-1 M ions: NA083 (2111) 4och 2(lio) as dwWed incaiiy hunt Western Data Sya�4ma Cmilrtuously Opmarag Raffia Sm (CARS) Na RealTJme Knorlalo (RTK) rnaftds, AA tYmoraga curet;nsI an racxt of 4.tH.5a9 vaaa uc®d 4a aaale grid ctrutdinr and diaStwaa to suriaca. 2. tnicgrad parts of this survey. a. Legal Caaortpam b. Slid" "N 1042 Lia• ¢ 7, can :,o'ge7° 1 Ll ta6S'23'4&` 11 4' Cunx i1 LrMih Had = Dal¢a Ci >%'..59' ^J'S' 56"3F' ,O0aY ! Cia.d BwuN Chord ' NW22tI-M 3[L5V I I} P_ a4P N 11" Cub AW01 d Vm Ycras "�^�@ Spas a 19hi ,+wa Lsslw 2� l6A8A3 {a1y! , ate WM of <uwad Iau►r r� ui.w' [eaa ■ar.s s,2 k1g'25' F7"£ 6$ b3' } [ -- C: . lt_"3' iW.pO°... F769'25" N76'F I' T 39.ye' frin .4 Oama4q w••-e SM" I:f M +U n ;.- _a K(FUN afmtMft A, ", * r- WrWIPe Focr 49 LS 474E°3343'1! 27.W � ____... '= 1■.le' "'L`.RR' 3727'02' _• 574'04'39'E G.ex' a®Gx�wW�.aswnPd'�-`+•airpreada �• is 3.T7" .�.._•�...~----","•�i C■ Nb4- 55.00' ]SAS'33"'. S73'1i+f1'E 2l'. Crr� Y.AaiWt`.sxxrytif MMi.ia6 and nUF M dams. 2t9'*art a«+bo9tiiusssaoy; La hQ'16'd1"i°E keirtr'E 3d27' lo p lf-■Y F yOiS.oa" �<' ` I SRs•S�Ya1_ .aa' L CL 4,48 7*.Rn 12'x7 23 N71 3B 4s �. 17.■a L7 Zro-ner 1,95• - I c 4®.M cs iasn• Fwo�rrz�'nx- ear4•ou�, ■ �'' L5 &55'a9'33'c 1G 417.OG RY1R'%7.. SaEf'RA sa11a _ t�}.%7 Of' &K. i i V� 14 LFG hM&23'sG'w 2ra.a3' pfi T c I 1 t5' i.INik'RGRlklroD V x. I 6CiL IS3 fG A59 'Y, I biRLS.r. 9 ())=0 6) x L C7 ,4 c3 4 ARP M M "';� '.7WV CAP 01. � 4 �) ti.. w, � .�...._ _ _. — -" u 7ra'rm :eon-nraPi! mod+• /' .' �M�t��ii7.E.pyp�W�L � •,, ey 4Gi. fb77.x PC, xr r I� i 4 rws' k 2-a I % RSNR AOEIP OF BVr, 1 // 1 `:i L 12 FOSSLE CRF_'K, PA d VM. 368—raJ, Pa,& 5 t � 62 t SCALE S'=F00° 4vL 8413, PC. 8t79 nrcrc.z �C ! RxccF, f /e �c 7 f/ f ` / ! a-AMwz cr ressn CRICK ✓ � / !a RT C 7 �a PARCEL tF lLENTPORARY TOM TLX S RECiSTRk1KWk NO. �'�' ^� //'� RTRUICTION.... Y'�Err- �+�mary B= M. Rh■ hk Crtra Wse too / BeuaM a p3ru a of E" I, Flail Caeak, Fitag4 Af, mn Oda• Mdy 15. 2017 Cy r xed%'C " Faaa Sts.nh, Waaa-e7i95J // hem to the City of Fsn 1umsS, Taerac6. [lea fy, b g,aC.� mr.336,3da'3Ih byr- "56Ix +>a f led it Vok'dw 386-141. Page'a $1 dF 52, 4 2ry 9gLwvcm on iliu 9rauM16 ww,lnpina4nm f T18S Asa Sda. l9R7 a aaeR Pisf Ruetstia ni'1'raat Caea,�, YataL - i L11 00r 2. R6 W 3021R r.- Li 2 sa55'i5'65YY L43.. 567°ri WW 48.6$' FLAS9'9. CRUX, Fk A l�E..3B8-i?7, PG.*. dt a& 32 -- � r � -,� a"CNdS► S (ESit'i:'"" ` 3.5i8sr) 1.55 Lid 536"39'42"4b 5t.E7 � •••• -„�� / C' X ES.iPX RCSf.4 DEEM �ti �-• c rn rasa- e 4[4 i4973, Po.. 'i. Page 1 of 7 D218045276 3id01al.161'9 PGS7 Foe: *40.00 Submlttar; XEROXCOMMEI Crp1.SOLUTIONS Electronically Recorded by Tarrant County Clerk in Official Public Records � Mary Louise Garcia .k CPN 0 02S15 -tipper Rig Fossil Creek Drainage BaShl I60Tf;Erlji +r Improvements Parcel N 7 SE 3701 Redwood Creelr Ln. and 3849 Weatherston% Or Block O, Lot 1, Villas at Fouall Creek Addition _{ , :STATE OF TEXAS KNOW ALL MV,.Fl (.4 THESE PRESENTS COUNTY OF TARRANT C! 1hlf�Ut'i'1# �RMllkilEF1__ .yCILIFY Ftt�E.�1=i�D?' BATE: 11lIV2017 GRANTOR: The Villas A! F _ k Homeowners Association, Inc. GRANTOR'S MAILING j•=,'i?1f�?S.; (In Biding County): 12700 FAI3 `C'EN'n L DR. STE 000 DALLi -t-4r. 7"j GRANTEE: CIi'i<Oil' FO) WORTIS i GRANTEE'S MAILJNG ADDRESS (including County): 200 TEMS ST, FORT WORTH, T ARRANT COUNTY, TX 76102 CONSIDERATION' Ten Dollars ($10,00) and other good and valuable consideratlon, the receipt and sufficiency of which Is hereby acknowledged. PROPERTY' 13eing 2,964 square feet of land, situated In Lot 1, Bloch ®, The VDlfago at Fossil Greek, an addition to the City of Fort Worth, Tarrant County, Texas, as filed in Cabinet A, S11ew 10764, Plat Records of Tarrant County, Texas (P.R.T.C.T.), and being a portion of a tract of land described indeed to BOA Properties IX (Lots -Other) LLG, a Delaware limited liability company, according to the deed filed In Instrument 002D6414017, Deed Records of Tarrant County. Texas (O_R.T.G.T.)I and being more vaifl ularly described in Exhibit ,A" PEAMANENTSMER rACIUM BASEMENT Rev, 0111i17 Page 2 of 7 Grantor, far the consideration paid to Grantor and othergood and Iv.-c'w- . N-� consideration, hereby grants, sails, and conveys to Grantee, its successors v ftNyln, in exclusive, perpetual easement for the construction, operation, maintenance, r jrFM. upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to M-':6 The Facility Includes all Incidental underground and aboveground atte I -3-al r ohments, t n" appurtenances, Including, but not limited to manholes, manhole vents, lateral 11 ns, pipelines, Junction boxes In, upon, under and across a portion of the rrop*rty , or described in Exhibit "A" attached hereto and Incorporated herein for all Wlemni r -ckaiea, other with the right and priuRege at ip any and all Urnes to enter Property, or any pmrt Lh, A low purpose of constructing, operating, maintaining, replacing, upgrading, and repairing sai ty. In no event shall Grantor (1) use I ha Fmpaay d�F?manner which interferes in any material way or is inconsistent with the rights granted hez, 4qr, or (11) erect or permit to be erected within the easement properf y a perninnerit sbiKgLra rp RW � , including, but not limited to, monument sign, pole sign, billboard, Mck or mastmry4lb hair *;Ils or other structures that require a building permit. However, Grantor shall be pariiNzLr�J:15stall and maintain a concrate, asphalt or gravel driveway, road or parking in? acxoes th #AI]Qk1*t Property. Grantee shall be obligated to restore the surface of the Propeity at G nte"�sol#ulost and expense, including the restoration of any 11 ir qr Tbeen'A'� sidewalks, driveway$, car %ilml mR,W-Wivements lopailed upon or adjacent to the Easement Tract which may have d, cated, afterad, damaged, or destroyed as a result of the Grantee's use of the an 'Thereunder. Provided, however, that Grantee zhall not be obligated to restore or FePj. a on systems or other improvements Mr! a flad in violation Ma is of the provisions grad Interidoci, is Easement Subchapter E of the Texa t rty Code. as amended, the owner or the owner's heirs, sumemors, or al-Mfoi III ff P1,1" MNW ?. !led before the 110th .-ii-iniversary of the date of this acquisition to repurchase ?rraquouVewtah)l nformalion about the use and any actual progress made toward the use for which c Rdlav I r was acquired through eminent domain, and the repurchase price Mo will be the price the d . . Tiou in this acquisition, TO HAVE AND -?NW7n7a above-desorlbed easement, toga thervAth all grid singularthe rights and ZIPPUrteriftraa tRr ' rr-'143 in anyway belonging unto Grantee, and Grantee'& 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 ovary person whomsoever lawfully claiming or to ff;%im the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. PERMANEW SFEWER FACkUWWFf&NV NW.01110M Page 3 of 7 GRANTOR: The Villas At Fossil Creek Homeowners Assoc%`i�tiT, CD GRANTEE: City . Worlb f By (Siguatur�4' - - -{Pri�tT°.�a��Ey#,�,k��'�"opat�nal�menlillrrtly� Al 4 0 AS 1) FORM / LEGALITY THE STATE OF TEXAS COAT+ TY Off' TARR A.T �{ BEFORE f".- to i mdersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared rr 1ge + b known to the to be the same person whose namt is subscribed to the foregoing insinunelt, an acknowledged to the that the same was the act of Find that he(she executed the same as the act of said the purposes and comidcration therein expressed and in the capacity tbetcin stated. GIVEN UNDFR MY LAND AND SEAL OF OFFICE this - day of - tcQ Stik9iv�id ( Notary pub9c f I Notary Public in and for the State aftexas 7�STAYS 6F TEMS Ccmn� ht{F,t�ay 9Q,�is l PEa69RNeW SIN FACE.SrY EASEMENT Rost OVIW17 `ORTEiIp Page 4 of 7 STATE OF TEXAS COUNTY OF TARRANT § BEFORE E, the Undersigned authority; d n and for the State of Texas, on this day personally uppesued C". of fe City of -0.to me to be the same____. in nowledged to me thathe ry e erson +rvhase name is iitascribsd t© the foregoing ?ri3i; was the act of the City of Fort Worth and thgEielshe executed the same as the act of the City of Fart Worth for the purposes and aonflfdaraV Al In expressed and in the opacity therein stated. GIVEN UNDER MY HANE, ANO 4)6F=FICE this fay of Not&y Public in Kf'�' m ete of sexes QieANOIALAIAR.11 f' �'�h Not�rgfr+@ljjj Moo 0! lend N _ d�4 C4�1S1CY►ERA �. 4arsrs4!} 28, 304 S PER EMT 36MR RACIUW BASEMSNY 'ley. 0111WIT NETlp"W• PER EMT 36MR RACIUW BASEMSNY 'ley. 0111WIT NETlp"W• Page S of 7 x 11201 SANITARY SEVIMR EASf fit " PARCEL 7 - 8E r Vaing 2,9a4 square feel ofland, a--htuatcd in L<,p4piu) k 1°,7lic�lllaga _; Resell Creak, an addihan to the City of Fort Worth, Tarratet Tan cur flal fn C:abinat A, Slide l (Y164 flat lfrda of Ta arani Cauuty Texai. P, l;' od lw]nR i portion ofa, trust of land deaortbW lrt deed to DOA Ptopsrtiei LC{ a l3elawate Belted liability company, according to the deed tiled En 4144p pd NC12 MM017, deed Records ofTarrsnlCounty,Toxaa€(D.R.T.C.T.); hat€ymacupaniavitriydeaci'osdbymales ond i owAs as follow . L'eBft2rt18 ka'u TG at a It2 inah bean I t i atpro "Wler & Atana,", Fraad at tha most easterly aoutheast corner of sail€l or , l heJsrs the nertHmat comer of Lin 12, Block C of mid The Village at § ttl etR- being in Elie westerly Right-of-way (R-O-NV) line of N. Rivetaida Drivo `�71� Itf IJW, item avhich a Eli inch iron rod with cap stamped "Vier & Aseco,".1t -00 in 14L*1LJls litte'of said Lot 1. also being in the umth ! line of i vt i afaaid Block C, be s d ?p 11" W, s distance of332,75 Iket being the begimring oft curve to 14lad b,gnn iva ;a MAD feat and WbbM tons chord sae N s1a29`41" V, a tlisaft!1bL:1.E�t-ftj;Wf'V THENCE along aaim, oirrclien along the edat line ofmid Lot 1 and along the west Roc fna I. d Rivarsida DAV'a, tl msh a amoral angle of Qng'36", an ate l o Mh a 91ii FOCI to The northeast corner of skid Lot 1, area bang a southeast �S'Dcjh)..thiasl MOO }f Biaci 1, Fossil Creek, ohm IT an additiwt to the City rtf Fort Worth, aze: w let 1R plat filed inVolume 388-141C, Pages Sf A 52, iA.T.T,. also ling the naastcomer of a tract of land described in dead so Tract C, to Fossil c r, Inc. a Texas non•prool corporatian, according to the deed fled in Voh€ 11 ego 51, D.13.T.CX., and also being Ina south Fine of a 4i1' wide sanitay aesvrr ltan1rr eccuMog sold Vol, 3ii8-141, Pea. 51 & 52, VAMC.T-); T t' *'W, al(mg the north JIM afsald Lot 1, and along a south litre of tha regtWnder of s ' ryasf � cek, Phase t1, the south litre ofsaid easement, and alwwg a Muth t' �sid TA a diataoca of 1S.t12 feet to # 112 inch iron old set with rip stamped � l' " thereinafter ail 112 inch iron rode Sat era marked the same), for the 3'❑fiV�` f] ls{�LhNlNC'- of the bcsoinafler dese ihed tract of land, and being the tramming of arum-tangotet curve to the right wltaan radius is 2,w5,00 feet and whole long charts beats 8 00n4143" W. a d'W d= o1720.03 feel; `E'HENC6 over and amm Said Lot 1, along said cum anal along the west be of said t:€esatnent litre itt a soathweats:ly direction through it izatW angle of 00"3321' , on arc t=O o1'20,43 feet to a 1I2 inch iron rod set; °TH15IdC$.N 86°23'46" W, earnbaufog over and across said Lot 1, a distance of 159.741 fa8L to a 112 inch two rod mat In the west line of said Lot 1, also being in seat tins of said Tact C, and plan isaing Be cull line oft8e maulada r of aeid Fossil Creak, Pima® R; 'i'HKNCK id 48"26' 17" E. along the %Tm line of said Lot 1. and along art east line of said Tract C, ad along a ro^mainder of -void Fossil Crcn&, Phase 11, a diswago of21,2t1 #hat to a 112 inch iron tad found with unneadeble cap at the nwittwest coiner afsaid LDt 1, also Mina a tc-onhrant corner of sold Tact C and In a south line of the remainder of Bald Fossil Crcclt, Phase 1I, and also being in tie south Tina of raid V avid." sanitary sewer esaa roarer; Shezt Eof3 F W 14342 Page 8 of i $€ lCss 5 8d°Li°dPs" along tlru aautF#a l r of smriai i at ! a'w' +Jt,n dr 3,�!!ne of said esmmen% a€sa trees a south lane of said "Greet C and a ✓ m.. 4 re4 liar of aaief i OUR Cmak, i'fm {ao fi, a dtatnrace of 138.70 feet to the 1'il t ur' EGRqNMO and raurtaIP42,484 spue feet or 0.069 of= sere ,?land. r a , TOM M-918kaflan No, SAT Sunmyed on ties ground h9ay 12, ^, Ut' i t_ Hoodrva a1 @nee shown finrro4 Z�+!kkr N of €tmTexaa Coardhaata Sysfam of t9M {h w1h Cantraf Zone; NA®83 (_vm ua doa€ved W=Hv f in Wmtsfar De(. Syaftma Catrilnuaumdy UpnreaW rxg (GO vW ReW Thaw Ktnemattu (ATK) methods. An m2.mYXjri C.,WA Pon in 1DO12 asap used tca eclf® pid sanr+ddinmfen ant! dlOf&ailGf}s to "We., � . 2 inlegrsl PaHfj of d-r, rr e. Skam8 D&aarfpflorr b. SkerarN � r a ?a. shsmt2 af3 Ff W 14342 M IdF7a7aPt g F K—. cto.ra ha}xoa rear a C G Hersh et .'w T a I �JfAltCA LfF FU 7 -_ 57eerdw.+a ¢y.e an tud3 rites Grrral tore; tda�d3 fA¢tt} � 5I f`�SSL t�K t1 7f 4rcan Wwtw DAR �*a� � 5 �tin� � Grtst�t Cmgih irt7& -va-t41, FG'6, 3i JF d2 :C e, >a.sthg 94- Srs)rs acw4sj ft sbat :rw ` P.R.T= -; !�� fTrct rre0eoax ks a+e s.+ar�n 95' u+�a,3ew^RnuRs r1E t l't id38'1'2'0"M S5.0a' Ulan wasvx.�urub�;co:-�r�+ria=u: srsa�r�. as'a80, r 4-57 y _15,D-- f0= CRUX am hw-. � r l2 iJBs'Z3'48W 159.73' a r.xas nas—%'f cwy. 2gnnsssat aseamar3 A.fi.T...T. aoyoeiaad nee lY rkw,sa. g,r itlL 3aJ7; P& 3) An amG>;ara eersva'a x7t.+n tmmv n ia) +v. rKreem wars :l3 ; i:l N4s2e's7'E 2$20' ,RR7.G r YunMwY: roica+st*im nutix�ti+e`Tlw atctsytr'. {` u _ A3iU4s'� M70' -� t&TSS fsti'i R�ft7 4'i'.et t t <D F+rtags it cai y F0= LAM( PK A .�, .• "` Yik...iBS-'ei. RY'3. ,5t :& .g2 a t Dg;. 3FJ f 4t, T'C e. 5s g 52 FrzssT7. z7r tssiti . 7u�, t ,i m(Rs AT 'pit. 747?5, PG 3s s /_. �' �r w, to Sf. ve 407Sd }t'hagrcy A.R.T c r. CUIN AS5X. WC. YfLI`T`r R�Rle 0A ' AB � j ►�"�la � y 0 �.... iqi. s4a7s, rz sx r -'' 7i' 5..� iSt07 F...;. _.. 7 S 10 lxsr.rc,r. (k,sesAf) a� a ra SCAB t'-1II70' ` to 261- $s `IfrYF PJeiPERiT& ar i4t G'D✓ vacs AT F � THr vaCt* 1. Clft£I[ " ' '\y ••- _ w ... e0ta�'u�eam��� ,' a, rap�s�` GdSt �xsepm�t�sC7e4 fi � .. ..:5�/ }Arc' t1€.(,AS - ai"!7r � O ••,� tieLSi' UX e0f7 t t p CA@. AII.3-LL.T /'OP - _ 1 ^i t' A.R.TiGL CAPSTruB'ED 979'�.to _ . wroc r P9to f fie" sr wrrf s aa' zags np' aaz�s°sc iaoraa ate ` i& aW ,m�As Ar as3Di C a c , ssss F 'r t° r tna SUW (0764 — ca 2MOY ZOO 00' ap-&21-j waz4-4V 2;03' PARCEL 7- 20t sSE ��ee��,;'cy 7y 'a;f � ty,7'a � . ttj#yv, si Flp�, •f• t a"9!L'x I R Aii SENT ' +11`r ff33 �i o s�iis Bw:q c1u_.1GY 33€�StPwi5 £G5[1:7:'.+ M0, 7 , a {rpTt(om of I.ut i, E A, lbe Yiitsur m4 �ar,i s w &mitwto flit Vq erf FOA wadh. ?as = 5 RR SBE+i -`C"? R€r.»ida +m, .5.aee 1*0 Grrm%T. , *A sIM IM Cabinet 5. $lfde 1076N, RU c e: ltay Is.617=64M pt. &T7412-77U Ix 2017 .T+�ar�a s+°1'�''0� Fart ;'Jte• a taaxs T61'J' �,:Dsctt€s �Zissr Cnuaty rau9. SurweyaO an the graand WAY 12 7iit7 tnp .,aft No. Frw e<W2 swzrr s tv 3�y 0218045243 31MO1012:61 PM pri5 7 Fee- $40.0 i $ubmiftr: X ROX COMMERCIAL SOLUMNS Electronically Recorded by Tarrant County CterkinOfficial PubifeRecords k Mary Louisa Garcia CPI # 02516 - Upper Big Fossil Creek Drainage Basin Mr rG Sr 41-roWFIBOOK Parcel # 7 TCE 3701 Redwood Creek Ln. Block 0, Lot 1, Villas at Fossil Creek Addition CITY OF TEMPORARY CONST fIO) ASI MENT BATE: 111612017 GRANTOR! The Villas At Fossil CrerA fjq nor9 Association, Inc. GRANTOR'S MAILING ADORE• (inCounty). - 12700 Park Centre' b Dallas, TX 75251} `� GRANTEE. CITY OF FORT �d - N'11k 4 GRANTEE'S MAILING Af lQi 4'- (dim,,!,.tding County): FORT worrilit T1k4I#► NT COUNTY, TX 76102 CGNSIDERATi=' N.� Ten : riArs ($10,00) and other good and valuable consideration, the receipt and sufficiency of ,,;,;;ri- �A wrsb r acknowledged. PROPERTY' Being 2,202 square feet of land, situated In Lot 1, Block D, The Villas at Fossil Creek, an addition to the City of Fart worth, Tarrant County, Texas, as filed in Cabinet A. Slide 10764. Plat Racrrrds of Tarrant County, Texas (P.R.T.C.T.), and being a portion of a tract of land described in dead to 100A Properties IX (Lots -Other) LLC, a Delaware limited liability company, according to the deed filed to Instrremerri #02.08414017, Dead Records of Tarrant County, Texas (D.R.T.G.T.); and being more particularly described in Exhibit "A" Grantor, for the consideration paid to Grantor, 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, in accordance with the legal descrlpflon hereto attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as shown on Exhibit "A". iemp�etty Cemshrc€Ea" Bi�ctk c�UE rrd�:7 Page 2 of 7 It is further agreed and understood that Grantee will be poorc%Lo Nie use of tmid Easement Property for the purpose of rehabibiation of Y, Upon completion of improvements and its accepiance by Grantee, all rights §jPen h On lAi described Temporary Construction Easement shall oeaau, TO HAVE AND TO HOLO the above described Doerns.-rvlm, -.,rijetherwrth, all and singular, the rights and appurtenances thereto in --yway eWrj unto Grantee, and Grantee's GuccesBors and assigns until the coniple4on of of 1 01 acceptance ta oe by Grantee. Grantor C hereby bind themselves, their heirs, sucvteanat and 9, to warrant and defend, @H and singular, sj3jd easement unto Grantee, Its 9--or-L und assigns, against every person whomsoever lawfully claiming or to claim the same, �37,utlw) part thereof. (SIGNATURES J.P PEA 11 �ffi FOLLOWINGPAGE] Page 3 of I GRANTOR: The Villas At Fo"Il Creek Homeowners Assoc t. I; i6r], jr-4%.. &W GRANTEE: C11) t'Jorth By (Signatnt (P n�k e te , ' �F Al4�Rl DAS T R D LEQALITY yie) T111-a -no) �ACKNOWLEDGEMENT SWE OF COUNTY OF TARWri, BEFORE ME, the undersigned authority, a Notary Public In and for the State of Texas, on this day personally appeared: -r- known to me to be the same person whose name is subarnbed W the Wagijing instrurbont, and acknowledged to met that the same was the act of and that he/she executed the same as the not of said for the purposes and consideration therein expressed and in the capacity therein aW d, GIVEN UNDER MY HAND AND SEAL OF OFFICE this 3 (—k day of (4dvay.6ejr1 20-M Leo SUMNER Neary POW STATEOFTMS C o m n E* M g V j at, 2nQ I & ........ ..... . Notary Public in anfor the State of Texas IkIrg" AQj- t]11PYLt?i]e EM 11 STATE OF TEXAS 0 COUNTY OF TARRANT § � BEFORE ME, the undersigned authority, .►(z;l-' hlic i and for the State f TaxaB, on this day personally appeared f�. L'te_._ C�zs -of the City aklLort Worth, known to rye to he the sane person whose name is subsoribeci io the foregoing iFiftWent, and acknowledged to me that the same was the act of the City of Fort Worth and i*rx xecuted the same as the art of the City of Fart Worth for the purposes and conxii#:�rj!rl t', #rein expressed and in ft capacity therein stated. GIVEN UNDER MY HAND APl�A J= OFFfCE this -_ _ dey t�f H01617 ate of Texis RICAR O SAGA Ir, i1 HutolvPUUHC- GtalhL qa u ��a��arnmtgaYap Tcmft coftoma'nfl se rt r ua'!td617 ,� RI$3�URT Tcmft coftoma'nfl se rt r ua'!td617 ,� RI$3�URT E'XM1'il" "A" "TRMPURAIPOW CONSTRUCTION fee IN-i-,-� Betag 2,202 srte+are feet of lead, situated in LaL 4jUL�'Lhw) Wlst at Fosall Creek, an addition to the City of Fore Wwtb, Tarrant cn ' ialrtip in Cabinet A, Slide W764, Plat fiords of Tanam County, Tattas f R teeing a portion Ufa tract of land dawribed in dead to MA properties lliLLC, a Dalawam Unlited liability earnpany, ocosmding to the (teed Asa;Vn Eastrumant #H208414017, Dead Records ofTarrnd L,00nty, rcxas (D.R.T.C.T.); arts, N. oom pardoWarly described oy meta one bouada as fallawr 4j COrd Mil NCWG al a If2 inch i,-.7xu4 p tpiarce "Wier & Asaoe'4 found at the roast eaaaerty southeast (ureter of ' [nG y iiy€ rite northeast comer of Lot 12, Block C of sa€d The Villas at Pitoit• uad being in the westerly Right -or -way (R-'C-W) liar of N. itiverAde DWwf 1_ rrldl * from which a In inch iton sad with cap Mawped "Wier & A.a"c,", f* 1 br aamh line of said toot t, atlan being io the north tree DEED[ 8 ofsald SRa:: `R, lanr . 1p' '11" W a d€stanee of253.75 feet ami helm the bcgivating of a maven to � 04MhCb t' ul€ur is, 20g0.40 feat and whose long chord buss N 01129*02" F, a disl} THENCE kong said rh a l l�l rate ly direction along the oar[ 11nd ePaaid Lot l and atarra the west 9-0 lit roiU N. Riverside Drive, thnnigh a cc ttal angle of OV38'36; an am !ofeet to the natthaast comet of said Lot i, also being a southcsst oomvr o+' a ram i ter of Block 1, Fonil Civeii Phasa 11, an. addition to the City of FM Worth, ace g 4r' plot fired In Volume 388-141, Fagan 51 & 52, P.tL7'4.T, rl�r ba€ag the : _ utfteast (guar of a tract of land described in deed as. Tract C, . F! t�`,tEek A ages, Ism. a Teresa non -pant o ration, according to the deed filed' eta 3 79, 'aga 51, iQAT.C,T., and alto being in a aoath line of a 40' wide sanitst c L� according said (Vol. 388-141, Pg's_ 51 & N So" 'Sfl W, along tha noilh line ofasid Lot 1, and along a south lion aftitc rt%u a ,.f;. PLnao 11, the south line of said easement, and along a south tine of said Tract U. a ;a of 15,02 feel, £tour which p R12 hair Iran rod with unreadable cap at the iaertltwest corner of said Lot 1, also taring a re-entrant ournar of aald Tract C and it rtmaitxtet of said fhssc 11, n-A 0$* being in the south litre of said 40' wide sanitary muter easement, bears N 86"23'45" W, a distance of 138.70 feat; and being the bagitazing of a nort•iangant come to the right whose radius is 2,€ 65.00 feet and whose long chord beats 9 00*2414g" W, a dfetanca of2L 03 teat; THENCE over and acoss said Lot 1, alb said cut'va and along the weal Iine of said eaftment line in a southwastt ily dimfiou through a (antral angle of 00°33'21", an ate €ongth of 20.03 Foot to a Sig inch iron rod with cap stamped'IM INC FSMr, set at the southeast center of a proposed 20' sanitary aewer eamocnt for the FOPM OF B2GB4WG of tit* hereinafler described tract of land, and being the hoonning of a curve to the right whose radius is 2,065,00 feat and whose long chard hears S 01'2718" W, a distaaer of 5504 ftarl; THENCE ceiriiaaing over and across said Lot t, along said curve and along the weat line of said evooment lien in a muthwgsterly direction through a sutra# angle of 01131138", an are length of 55.04 feet; THENCE N 86023'46" W, continuing over and across said 1AA 1, a diatenca 40,01 feet to the beginning of a nail -tangent curve to the IeA whose radian is 2,p25.00 feet and whose long chard beers M 01°24'45" E, &&tam& of55.44 feet; si-a 103 Fr'W 10*2 Page 6 of 7 THENCE confinning over and across smiai Lot 1, alosM &aid rlheaftlg d€ration, through a contrai angle af0l°33'27", ui niu ier6ih of THENCA 8 BMW' E, wntinuing over and noon iul.Vent 1, 41 of 40.05 Rd to the POLL OF BECINWNC mrrd aaaedning 2,102 ir( racr U.ps I Qrsm acre of land. Fri I ate: May IIt7 1 _ Texas Rogiatnation Nu. 7 e a ya�� Surveyed on the g=nd May 12, 2017 .. i< Beadngi at llama ahnYm hereon saint rd . 41 of the Texas Cootdirate Sysium of IC33 (NoNh Central Zarm, NA063 429 ) 6 iC ri I .as dailved Focatfy from Western Data ,`"iyatrrma C,trnEiluuhelp QpHi+4H 1 14 40 ) We Rost Tkne t(hurriatfa {RTK) rnathudA. NI wmrvjp to7ih4IPdQn =n Q! war. used to create grid r owdnatea and di#tamm W surface. -W 2, Integrul Pam of WE Gurvic.( a. Legal C3e#txipticn �. %.U2d3 FTW 14142 wnx»[� � m u 'nay •"+ - .a..r � .es wLY, - .�t-tt+�w�+w:.a«.�.L4t*uulust'i+tml�s4fms..�'. S7QR'4EP9gE"asd aGjlrP Lrg$id1811 �>ZT•Ne;dtEe`�MA+a ... ] .. 4= 'ZL � 9FZZU1.0L10 e4zspix tra I ,,r; s � a4, o w„ ns i°t11a% EE[9Y►R'v1�Atwa boas° ss sa +j B16L 9b AorP 7aa4 R€d'egL4[Sol .., =M4 Nma -4 30 &* >9E as mKWT oe'xftv [ �•. I L0 'C?w Ptrii2� CLS }93g 51�5 It VMVA *U `CT A-IB `I M 130 =Wod a 5apg ���a^y�([s��7� �J-L"311� r ¢SKO .'�6.5$ 3,5t>L-sOfi ,LG,Li.io .EIU' .rf1"SS s i ti55 »rRf,LE.etls jl se•sa 3„ea,�t-tin IF-C &,uoaa ;w45 sa f .4C.R.LO .Oil"CBEFE x7se to Qo0AA- 9 1 :L �+"d •+ r r// ... 1 - rstot d9t75 Y '8E 7XSW AW SYMA 3111 t 1$ 4z N3i8".'�S 3 -. a C d SE H 9 e tr of e , .d. a "Aw 3" sl ' 1 'l'7't 2rd ✓ dS -V 39 'S.k6 •CPf^d5£' "X4S ,r ""'� f5 `aY 54 � 'iA! � .tORk A5 j •dxa rraa_aw eaxgr o ,ssP'oz x, ZS` i° LS`do MVIYAW '&; °!sl-b4s5' i0ft 4lburt f '.i inZ L r ON _t ,..�."�... ",(*I�,�75 N i�YJ Y'% Sam' 4ef LIdY�A 1SM F y man 7t556,i IV swvmw �N'�°i �^h�i ) a yg• c` f 8i 7d76 '! dCS /�D 8' a'� Zug -7Sa-Sao7i ;a SL7r3ki<iwd K � .•- -"' '- t j _ w ,N a; :gy:rs�»6SiE �y E� JA.�FZ34!d '... �•^' rrrs g t�yr9 «^' � j..` � Ted o d� ?A3m-Z/fMW rr "7 'c 3sst' u33�'3 7tsso - � j •,Lsa lyus_wr ,zax� u -" � Y'91 J'd 4�44{{J N "Hd ')M2fi ?tSSOi j i N79 do 'Af M-M 9►;52'.Lf�s bi t ` :!{�53a.Y1 JP21.De•1+aop scWsv av is a3 :5:1't7!'¢a IIsc � ovam�+ �> Ip}>a wamv .lc r,eav» aA,Fw�iC i5N '"3d zwl "XM v�,e�wtaurl'�a�u apfespsRnk:�*FtY aa,baon5 zs j -_ - .azt 4'stmaa>ph�a>fo�cat�wmyr.smsrf}Psi oszz asw tT j to ®w Rry {YkWI *soars md.,s.y k>ffae »iaas,g S sub ">'WS n+mssna mQu PoF$1 P.Fvu imm osd3 Page 'I of 7 - ' 021�*26916 2i£fd0102:11 PNI PGS 7 Fee: $40.00 Submiitor XLri(PXC").',",IERCIALSOLUMONS Bectronicelly Recorded by Tarrant County Clerk in Official Public Records .._ ,r.:, Maryt.ou€ssGarcla '5 cpN # 02516 - Uppor Big Fossil Crook Drainage Basin In c r Ir rovnatenta Parcel f# 8 TCE 6312 N Riverside Dr Block 1 Fossil Crook phase II Addition TEMPORARY CON CT10 ASEI1 ENT DATE: zo � } GRANTOR: Fossil Creek Aociatidrl GRAT+I" OFVS MAILING ADDRE ir,L l County): 1670 Keller Par" t Keller, TX 7624 t-� . . GRANTEE: CITY OF FORT r}i�rM. 2 GRANTEE'S MAILING All " I Including County): 200 TEXAS ! ft FORT VVOFCF. TA RANT COUNTY, TX 76102 CONSIDERATi il. Tern I rll ar s ($10,00) and other good and valuable consideration, the receipt and sufciancy of ,.-jiNr- jWhi-jebyr acknowledged. PROPERTY: wing 5,525 square feet of land, situated its a remainder of Block 1, Fossil Creek, Phase II, are addition to the City of tort Worth, Tarrant County, Texas, as filed in Volume 358-141, Pages 61 & 52 Plat Records of Tarrant County, Texas (P.R.T.C.7:), anal being a portion of a tract of land described In deed to Fosstl Creek Associates, Inc., a Texas non-protlt corporation, according to the deed filed In Volume 14175, Page 51, Deed Records of Tarrant County, Texas JO.R.T.C.T,)> and being mare parilaulady described In Exhihtt "A'% Grantor, fbr the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its sucoessors and assigns, the use and passage In, over, and across, below and along the Easement Property situated in Tarrant County, 'Texas, in accordance with the legal description hereto attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as shown on Exhibit "A". 1 I Tp Corutac,ica Eaae�epi U11ialY Four x, Page 2 of 7 it 1-. further agreed and understood that Grantee will be permi". -�l@ use of said Easement Property for the purpose of rehabilitation of a Upon comp-afton of improvements and its acceptance by Grantee, all rights gra Prk !l-: 4 described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described �a 6N. fr-p4dy, together with, all and , T: f- M singular, the fights and appurtenances thereto E i ypny- a for p1r.4 unto Grantee, and Grantee's successors and assigns until the completion of a ,acceptance ceptance by CraMee. Grarilor hereby binm d themselves, their heirs, mcmcnmc ff— g RIG In, W warrant and defend, Bli and nd assigns, against every person' singular, said easament unto Grantee, its siL�ksuars"Crz j whomsoever la%Wui7y clalming or to dWrn WM 56ime, v-WJW Fmrt thereof. (SIGNATLW,S APPE" FOLLOWING PAGE1 al d Page 3 of 7 5GRANTOR: Rossi[ C3'Mt Association, Inc --ta- 4— —. C 1 e-K. Wy Cof � f GRANTEE: If Forlir[[t By (Signa ..- t f.i/tf 11 f (Print NriaJhWfw� c. , `Tide _ST - AP Mc) ) AS, rO FORM AND LEGALITY xrrrA) Jt7;;nnsv;Nr r,rt C?iylll��trlfG (�)IACKNOWLEDGEMENT STATE OF TEXAS COU14TY OF TA1 M7) § BEFORE ME, the undemigned authority, a Notary Public in and for the State of Texas, on this person rues the act a I", b tot 1� - and that ckno le ged t me that y personally PP parson whose name is b crib d to t a o orn� instrument, end acknowledged to me that the as the act of said k t„ t he/she executed the same dF. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL GF OFFICE [his day of r w YWI{I%Li?TS'EE � My ftmft e16)n r—fl!r0I Tzmga—y LY�gwe Eof i N1100IT : i N u . IIC in and for the Stet axes Page 4 of 7 JkCk'li' OW"l ilg gaff ITATE OF TEXAS COUNTY OF TARRANT � BEFORE ME, the undersigned -4Ldl �-ty, !! ry . �bii in nd forthe State of Texas, o is d �er9ere�atiy ;tptxraraQ .. i —;A".�rsf the City of Fork' r�own to €rtd to be the same person whose name is ubscr€b to the foregornp iestnirrrrwni, and aoknoWedged to a that the same was the act of the City of tort Worth and ihat a executed the some as the act of the City of Fort Worth for the purposes end COM.ifiel sin expressed and fn the capacity therein stated. GttiEPV UNDE:11 icy rtAraii AN1 }54[ 0 F10E this day of 2 k . ..._._... _ - Lary Public in and for trio eta sF Texas #♦3UM& Tcm omy rmemag 0111 G17 roar 1,,)° Page 6 of 7 roamn `rA" "TEMPORARY CONSTR � +t L�C�'IEU PARCEL 6 T . Being 5,525 scuaro foes of land, airua[exl in a .r uk' ;, k�a. 0 Cveds, Phew ll, an addition to the city ofFatr i arth iarranf R' uaty, T€ m films in Volume 398-14t, Pages 51 & 32 plat Horde of Tarrant Cunr nr, 1 su:a lP.l{ f .T.j, and ling a porrkan of a — of land dt�a dhW is deed to Fossil i-1 Ar d lep Inc., a Texas m#-praflr c ndam sccordiug to the decal filed in Vain; 5, page 3l, pear! Records of Tarrant Cauruy, T— (1),I1.T.C.T_), aoej kiaS route particularly deeeriibed by imttta and bounda as follows: CI3LvlhZ8lt3XG at a 1f2 iaoh ircnn rod �u4t 11afr ofwd terms nd ;r' of duck I. Famil Creek, Plam Il, si9a bniceg to a tid Fosstt Cr€ekAssoeistm. be. tract' also istinq in 111C south lime of a I] m el 71 nmarr rac rnrnt, as )Syr the pt+a of sold Fhasn 11, and also being to the "I a 6. llhwk S, "The Villas ar Fossil Crook, as acldlti0n to tics City of FortCaimtp, Teas, as riled la Ca€glnet A, 51u1c 1076A, P.R.T.C.T., Num which am earner ut'said Lot 6, t N 56°45'39" E, a dJW=e of 38,69 fact, aged DOVO Prh 112 inch 'sun rod found in the north "a of 1. Block H of said The Vil _ ' zt� t care 19 5S°45`49 2, a disueeco of 1 D445 foci; N'CE Over and rvd .ilCrofBiack I. FO-41 ere* Pkaw ll, and otma MW ao:tn ralQ Fasail C ' it lac, trvui. The fuitowing remises and dietaries; to 37"l3'S6" �1t, t avrow said 4W wfdo asnitary sewer emerscnt, a disimnce of 40.t10 c north tine of said easement sad the POINT OF LiF.!'a$1nlN of hwmil €atier datcrihed tract ofland, wd being fire begirtnin$ of a r onde xo in tha right whose radlm is 314.99 fleet sal whose long cha¢d' '40" W. a diarrhea of 100.45$ feat; - eurvo and north fire of said easenteat in a saathwest dy dirrstian a :1 angle r. f 18123' 16", an ere length of 101.09 ftet to the sear line of a 1S` arground utilily easammj, as tiled in Volomc 13960, Page 451, D.R.T. , at the bsgkwiag of a non tangent curve to titr left whom mdlus is #. ' cot and whose long chord bears N 01 °3S`18" w, a distance of 38.85 feet; Along acid corve and mast UDD of cold eaatraet in a narthwesictly dvactien through a central angle 40l°€i4' l 8", are era length of38.85 feet; N 88"12'36" t;, a dWance of 17.31 f=t; N 88°'32'08 H. a distance of t5,36 feet to the bogimiug of a non-tangMf retire to the left whose radius is 29,84 *= end whose long chord beery N 71°SS`14" C+ a distance of 19.34 teat; Along said curve in a ann6easterly dimetSrn through €t craned angle of 37°49'Il", am we length at 1"0 feet to the 0egsmn€rtg of a ravcrae curve to the right &bone radius is 282,32 fed NEW w1mic long chord bane N 64°371 ` H, a die€aura of 47,65 feet; Alaw O'd curve In a northeasterly d'€tmum tbmgh a central angle of C9°40'53", m ate iasgth of 47 71 feet to the end of said cave; son €can F W 0342 Page 6 of 7 N %"46'03" Ph a tKMsmac of W29 fgct to air o inn atewm iv the right whow xndiva is 355.00 tcet and wltase k»rg [h N bii W51" a, a dratt ncc of 41.02 Along said csms in a northea,-4cdy di'rott m d a of W37'24". an afar length tpf41.01 feet to the end mf8da S 2fi M'25" F, a diars M Of 20.00 Frcr X04 not rh of xid 410' wide saWWy Bower easement and bauig the ItcIpmuo o�— A1069 M CMm to the lea wheat aadius is 335.00 l4a Mast whom Wnq, or60°04'5I" W a distw= of A71 fret, 11 AMW eum arui'tiuq dW nth line of said easement in a smsthw xly dltwinn tttwnugh a acxrrsl ■rgla 47'2V, an Am 1=24of 36.73 feet to ilto end afraid cuzva, team eehrch ■ ptr•rinc■yyesttiera�i 1/3 inrhuta rod ?n tlae samth litre tsf 1, �lsxk !1, hears $ ]l° 11�11`t�,ce ®i'40.Cf0 tiemt; 5 WOW" W, wteLU" olL�a �rth lima of mid a �istausc of ID4,85 feet to the ralrik r 4* i4 l' and wrt4ial2S i,525 situ= feet or 0,127n1'anaerentlen(L j �: Aksy 16, 2017 nWORNWIl [ha.aet w �nrre, fi Taccq lc5alafxHnn dip x7 # 4w, #4, Stave',md art the pNpoift4py .42017 1, € 4aritrga €elu to GM l3mrttt aifirm Tog" Cagrdt naw tyalern of JW3 #t+NT ru .ana: NDB3 (2011) C90ch MO) as 4MWed ioully ft,6M Weatam Data gnu aN ut4y a.;.arad" RwRww 8€€adnsts PORB) We Aaat Time 1Slnwnaw (RTK) m�+oM LSnnhlnMtiun FOCW of IXODU "a tned to BcMe grid eaardlnWjw and SWdla3 c TW f 4343 t 47 sm m. a' 1n++:orn Ma.orc mkr m Clio1i.M al Cf¢ x...a t R1rdb0!§7¢'R OF F. P cm,u_ 3. 1 a "M = aw" 7.w HIM 6MI) FOM L`RFr'CK, Fat 0 [fiord 911165 - f.," tncaFg 7_ W.— 9w. Srvf WL —74I. W& se It 52 ra*+..easr P �,.u,o Ft.la V.Wa;CMot Ad am. l w.tzr.cr. o#� vvlq oml8aw ar . evr oaoe.n F.atvt . 1owl­Add It4mmsr'da.risna .w. 1 ! as':4esa.TNrOwau.s M$$XQMWA5MC { arr&K ar a1 MdLarrtiamewn.Flta.i vaedavda�.. stm+r. iR.452 cxtiCx a4SA(:, naY'., wx s3s'ea RG '51 o 1ax M6—phQ awR c iieb— Ainfard - € 6 ?_ a pmrf aun. j S.'lR.t.C, B; LW4 Id r77. d si { d�U'ay twsYx=V SlYnp awaax anti c.vny. VOL 7+7P9. PC 57� �R7:G P. &:C. $a279277fT5 a NiaOn.-Vs n t7.R.7'.c.r •1Ekp, DJE?�T s€ CJ GCAn757 i2W7 z- s:s "r` S h v%G• s 3C6—ts 6. Aas s7 a it F79S3S'L C7?£C{6 83i 11 SF.3� � .<'� -"r ! P,fLP.&a', ` qp VOL 398--idi, fYi's 5F .d• 52 s;ry 711E friJ.�: AS C ` . stasl-! CRaK t R{n. �' tnsae0on Lo"su 1 nSSOC.. #X.. C - 3.rRZ f� i"X. nam— ht .Ern. _. ' I7 NSti4:'.9'C 70a,Ai' i'OL. 7ad7S. RG 1i C@N1R4� t L2 NSS45'69"£ 44,Es' ¢ . '�--.1 €3 &3T 13' OV .c.aa• "' ._ =167t, toNb6'it•15"i! 173a' _� •�� �p{ .. SCALE 1'=Iw � R. LO N56"t6'a#'£ bP..b' / CAB' `.�LW 16464 - i�P" €f#- U SZ,b'1b'2S"£ 2a0i3' r.1d r.Cs� t - ---- jC17AadRS76 J l 9 779E MAN LA S5.ruS4"a 4azo, ' ... 72{}' s16Fi A, is Ig Lp s56'46'08"14 IC4` P`i J % L .r6 CNNe Q LeN;th co-u DWI. £is�rtl �eari:eg Gno>a i4LLAA AT P 70 Ski ii..................... ........ , •F \\\ CAB. A. 7,CL PA7$'$ (g7r C# SCS A4' 75,.49'•f t8'23'8S' 56957'40"W �� 71 P.R7.C.% /@ ! CY 38.b.4' 221'�ilo" 717'a6'Sa" Nat'35't8"d 7 fgp#,:P2 I C'S H9,7p' 29.84' S76$'tt" 1471-b9'14'£ 1534' ' PARCEL '467' Ca 44.7t' IMW 0956' N&4*32'30'£ 47. i r cs yyrx' abs a7' be7T°a9 SsIrc4 s#'wEASEMENT 38.31' �i. ONS >< 1A,lJ 1. 3 O N 11iERUPi W. 5N14" RI is 1E'2 4€ Ala ii!'�Q[�Y3 - - __— TCXAs FsctsaR:710N RI 5807 S.aag • paxtwxz of Mask I, Fm€ Caz;ek. 1'tharm I€, xaa Ste' N. R1vsra6d. Crivm. Suha 130 Amifim m d. City a8 F" Wmtk, Tarnma Cst ay, €5ota' Wol 18, 2017 qp r �� FsNY.fj) Taaa¢7si97 TIMM. " VW is Vd wx 3II&M. rWs SI 8 $2, Survpi d 0n flat ground S67[tnp 897.32d.a nph Flya3ynuex Ma€A�cordsofTU iCmtaea;T�ryrdrnymnsc.m FlktPR.S +•s®Satar7t3sn ya. $003tu0 €k7, t"7Fv 94.T4.E .. .�i£E73 Oi 9�. Page 1 of 7 13218045245 x2mi012:51 PM PGS 7 Fee_ $40.00 9ubmitftr, X�A�7tC4y11H1♦I�GIl11_ S:7i.#fTlittl� Electranioalty Recorded by Tarrant County Clefk in Official Public Records � (444� r aycs.r. Mary i.ouiseGarcia CPH # 02516 - lippsr BID Fossil Croak Drainage Baaln lnterviar . provOmOn% Parcel # 9 SE 3849 Weatharstona Dr. Block h, Lot 1, Villas at Fossil Crook Addition STATE OF TEXAS � § KNOWALL t I3Y'3'H SE PRESENTS COL NrY OF TARRANT i CITY OF 0 TM PERMMANENTS EASEMENT r � a DATE: 11/6/2017 GRANTOR: THIEVILLAS AT,iC.;'.�'L�1CHOMEOWNERS ASSOCIATION, ING, J i GRANTOWS MAILING ADD �IkOl'i ;r) C„ifnjt.', 1:700 PARK C DH., STE 600 E DALE AS, TX 76 3 i GRANTEE: CITY OF FO TFH GRANTEE'S WG i RESS (including Counly): 2011 rma FORTWO , TARRANT COUNTY, TX 70102 CONSIDERATION: ion Dollars ($10.00) and other good and valuable consideration. the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being 3,448 square feet of land, situated In Lot 1, Block Ho The Villas at Fossil Crook, an addition to the Cltyof Fal? Worth, Tarrant Courtly, Texas, astilad in Cabinet A, Slide 10764, Plat Records of Tarrant County, Texas (P.R.T'.C.I'.), and being a portion of a tract of land described In deed to DOA Properties IX (Lots -Other) IXC, a Delaware limikd liability company, according to the deed filed In Instrument 90208414017, Dead Records of Tarrant County, Texas (D.R.T'.C.T_), and being more particularly described In Exhibit "A" PEaMIMUT SeMA MCdi.rfY 6ASOWNT 1_9 f i�URT{j. Page 2 of 7 Grantor, for the consideration paid to Grantor and other goo ; uaciwvaii! '.t�:� consideration, hiir'aby grants, self, and conveys to Grantee, its successors ang ais ns, in exclusive, perpetualeasem t for the construction, operation, maintenance, r£� r�it, upgrade, and repair of a Perrrrenarnt Bawler Line Facility, hereafter referred to W. i �:p The Facility includes all incidental underground and aboveground round attachments, tiu[,rn it wi'd appurtenances, Including, but not limited to manholes, manhole vents, Worm (lug 4 ens, plipeiines, junction bates In, upon, under and across a portion of the Property ifTnor III y described In Exhibit "A" attached hereto and incorporated herein for all perliriondt l-4. posses, { gather with the right and privilege at any and all times to ever Property, or any aperf bfkm t,,for l a purpose of constructing, operating, maintaining, replacing, upgrading, and repairing auirj r• ty. In no event dull Grantor (1) use the Pre port y ira manner which interferes in any material %vay or Is Inconsistent with the rights granted h(JTq #*ijr 3 (lt) erect or permit to be erected within the easement property a permanent stn.r#ara 4#Jrjff'. including, but not limited to, monument sign, pole sign, billboard, brick or rnaijunry ,arts &#ZdIs or rather structures that require a building . permit, However, Grantor shelf fa and p rrstall and maintain a concrete, asphalt air gravel driveway, road or parking lot acr osil I nt 1'mraerty. Grantee shall be obligated to restore the surface �af the Pr Tudy el Gw to r H"!ost and expertise, including the restoration of any �w sidewalks, driveways, or Imated upon or adjacent to the Easement Tract which may have heart r Wca�ted, altered, damaged, or destroyed as a re.-ii it of the Grantee's use o€lhc oa �d hereunder, f"rovidod, however. that Grantee shall not be obligated to restore or rapt ifion systems or attar improvements Installed in violation of the provisions and irriertd al- +its Easement. Subchapter E of the 'fex,zrty Cade, as amended, he owner or the ownar's theirs, successors, or assigns i?Wr entitled before the 1 01h anniversary of the state of this acquisition to repLirc hinuet or about the use end any actual progress made toward the use for which pi!ziy was acquired through eminent domain, and the repurchase price will be than pnoa �4Zm e a you in this acquisition. T® HAW Al�� above -described easement, togetherw;th all and singular the rights and appurtenances tliereto to anyway belonging unto Grantee, and Grantee's successors and f assigns forever, and Grantor does hereby bind itself and its successor and assigns to warrant r and forever defend all and singular the easement canto Grantee, its sueoessor end assigns, against every parson whomsoever lawfully eta]ming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns Include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] PFRIAMEM7 IMEi EACILa1' EoessmFw Rev 4i,fi8147 �oAY Page 3 of i GRANTOR; THE VILLAS AT FOSSIL CREEK HOMEOWNERS r A GIA1 k3N NC. GRANTEE: By (Si8r (Prila wrxth- AI" R I OAST } t Rtvl JT49 LEGALITY 4 s� rr { i(� IlfYiC} Qr. � 11lg {iliyAiamoy THE STATE OF T COUNTY OF TAIR ACKNOWI..EDGMENT BEFORE 1IFj': undersigned authority, a Notary Public in and for the State of Texas, on this day personalty appeared, , - known to me to be the saw person whoseI h.3 amaane is subscribed to the foregoing instrument, and sacsknawledg4d to me that the same was the act of and that he/she executed the same as the act of said the purposes and consideration therain expressed and in the capacity themin states[. GIVEN UNDER. MY .HAND AND SEAL OF OFFICE this - day of � r � 20 ,, P o ry PubRo 90tali Pohlic in and Por the State ofiexas � b'7RTE OF i�XA9 �Y Cossun. Fop. Fday ift ad96 PERMANENT SEWER FACIUTY EASEMNIr Pacle 4 of 7 ACKNOWLSDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE laR�, the undersigned authority. WY c in and for the Sate of Texas, on this day personally 1P3j1kirkr1C, of the City of illlri-�'�, nown to metry be the same person whose name is subscribed to the faregoing lnstrufrrkijit,-1j,4 acknowledged to me that tho same was the out of the City of Fort Worth and 4-46u�/sha executed the same as the act of the City of Fort Worth for the purposes and r*nnsIdnrPwnP1'1SFrein expressed and In the rapacity therein stated, KtD AN& L )IFFICE this / '-t-t GIVENUNDER MY HAP, day or 201T N ry ublic in rrd for the State of Texas WON pukft' 31 Mv MPAIAMW SM20 PACUTY EAURAENT RM. OVHI17 Pugs 0 of 7 t� F`Z ' SANITARY SEWER EASE, gj� r•J' 1 PARCEL 9 m RE i 1 Bcitrg 3,448 agct$ra Feet of land, situated In 1.otn J]Jrx1 ki,' y Villas at Bang Crook, an f saldifioo to ttts City of Fort Werth, Tomi Cs T cited In C.Iainet A, Slide ir3764, Plat R=ord3 of Tarrant Counry, Sa�aas tp. mid being a portion 4x a Tract ; of land dwdkwd in deed to DGA Prop fat IX(LEts-i31hft) f,l.C, a Delaware limited liabllfty gompoun according to the claw Il - i,:u:tnuns W62ilt14 4017, Deed Rvaarch �FTarrssaf Cantnry, Tcxaa4 (i3.12,T.C:i:}; artd buU -tn l+.nrficainrlg dmRribai bymsne a�i bounds as follows: i C( MMUNG at a 112 inch tt c�.l' f a €ire u€a rremairlder of Slack 1, 1 Fansil Leek. Phase U. an adtiitl4u i dut i of Fart Wordt Tarrant CDuuly. Teaoa, as €'fled in Volume 338-141. Parma fi K 'r.cT., a1w being in iha aerW line of Lot 6. Block.E Ursaid The'Villas at F I am� J TiI MIC N 56°45'49- n wiz r Flm or a mmaiuder of Hloak I. rossil Crmlq Phase lf, ard atun lk?w. cal¢ Lot 6, at a distance of 38,69 IwA paasln$ tiro ; ao&matet=ofe■L J . kengdsoaa+�dt VIuomeeafAWdLot 1,andsortilmdOg I Mang said line, in all, : 0 4104,j teat 10 a 112 lack item rod wt with"ap a3emptA °lHp WC Eghgr' (hcreiu all 172 €uDh lion rode act am marked the j, at the POUNTOFDEC Ih�tWt`bkrrT heminefterdescrihedtnwtufland; 'THENCP along a 4ifia)of a m olnder of Block 1, Fosail Creek, Phnars 11, and aim% tittrortltlute„'i L+rl Ihafoli;�wlrsgcrnetatsaAraiaiionces: r .I. ► 4 dJntancp of 31.b5 filet to a 1t2 inch arum rod silt at the itcgitmiog of 'r curve to N10 right whose radius is 295.00 Fact and whose long chord m S ir" B. a dlstartea of 152.03 foe, nC �K d ceree in a ttaetheastarly direot'an t&Mgh a ceatrai angle af29'52'32, nf.ih of 15312 tact to a lit inch iron cad sat at the nartatwest corner of e dtaar3510 & utility aaanmmt. according to said '1Trc villas at Fousil Creek i [Calm. A, Slide 10764, F.RT,C,T.); 1 T)UNCE over and across said Lot 1. tbn 14114syslIg courses gad diaumccs, S 61"35'57" B, along €its west liar of aid drainage & u11111Y eaacrn-a a distance of 47.65 fed to a la inch Imu rod set; to 87'07'44" W. leaving amid line, a'691 0 of IL99 feet to a lit "'&'tan red net at the 6egluaing of a iangeut CUM to thet 101t whose radiwa la 275.00 team and whose Iat'g chard ban $ 77'36' 19" W, s dintacce of 144.87 feet; Along said cluvc in a southwesterly direclzate ikouO a sects] a gig of 30*32'34, an etc length of 146,59 feet to a U2 inolt iron redact at thaend afaald ourv% SAw rate MV 14347 Page 6 ®f i 5 76°491x" PF, a diataxncs of 62.09 ieet W tin PO] Ov l C ING and ccmizining3AAQsqu fmistarD.D79ofnxrdalF aPfaisf, mm �- r Itierart 4R slrne, H-P-L9• !�ii' •Y Texas Regla fired Nor!E iUn4b Surveyed on Me ground May 12, 20175/ F. l 1. t3ear6zgr L -rre nrnWn 11nI "fl rnrm +hs; yF 4Tr uP Ih® Tt j®rdlnale System ar'if# i (tV )A Yrai zana; NACW r3�Y:py ?1`115) 11s dUwed t®raiiy fl= i{Vsniarn 02M M}+liiimh ifi.'.=unwFy L undng 18nh LTTo Ilsnb (GOW An Rail Time WFI& flft {iiM n£gttladN. Pn a roroly! l alnpn 11 sdrl { 1.041 WAS u&+si to stsal® d cooFn� aksa and Otawes to sur? o. i f P• Z IcilegMIp ft arna a. I cowl ❑EOv1P11pu r' Shft 2UO FM 110342 �I Page 7 of 7 . ........ .... . r ti �!® Y :iEJsa A L7 1. ra ti Page I of 7 D218045253 IM018 12-53 PM pas 7 Fee: $40,00 Submfow; XEROX COMMERCIAL SOLUUONS Electronically Recorded by Tar rani County Clerk in 011fldal Public Records Mary Louise Garem CPN # 02616 - Upper Big FOWL41 Crook Drainage, Basin In( jr.ol r 4raventunerx Parcel # 9 TCE 3849 Weather -atone Dr. Block h, Lot 1, Villas at Fossil Crook Addition CITY OF F0 0 TEMPORARY CONS 6 I uA-[E, 111111601117 GRANTOR. The Miles At Fossil Crea 4 o.'.n! Association, Inc. GRANTOR'S MAILING ADDRESS (Irqlud! I* -.> Muounly): . . 12700 Park Central J?r. J 6% o �91 Dallas,TX752511 GRANTEE. CITY OF FORT W F GRANTEE'S MAILING County): 200TEAS '.. r �� FORTrdnoh TA RMANT COUNTY, TX 76102 CONSIDEWk, Ten liars (T10.00) and other good and valuable consideration, the receipt o vj i. 1�r and sufflcioncy�f Ten acknowledged. PROPERTY: Being 4,289 square feet of land, situated in Lot 1, Block tf, The Villas at FassH Crook, an addition to the City of Fort Worth, Tarrant County, Texas, as filed in Cabinet A, Slide 10784, Plat Records of Tarrant Cow Kv, Texas (P,R.T.C.T.), and beioll a portion of a tract of land described in dead to DOA Properties IX (Lots -Other) LLCI a Delaware UrFiijutf Jjabjjjjy company, according to the dead filed in Instrument #132084114017, Deed Records of Tarrant County, Texas (D.R.T.C.T.); and being more particularly described in Exhibit "A", Grantor, for the consideration paid to Grantor, 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, in accordance with the legal description hereto attached as Exhibit 'A", and ingress and egress over Grantor's prop" to the easement as shown on Exhibit "A, Page 2 of 7 It Is further agreed and understood that Granten will be pecM4K�Jile use of said Easement Property for the purpose of Irnimbilitk0ing of a wa4tgW efijin upon ODMpletion of improvements and its acceptance by Grantee, all rights gF.Ntp5ti hi = described Temporary Construction Easamentahali cease, TO HAVEWMP*y. Rgether with, aU and singular, ANDTO H01-01he above clascKbed iMmernunjlk��� the tights and appurtenances thereto in YWaV4eWjnuWd unto Grantee, and Grantee's successors and assigns until the completion MMV Crq[0-q'7)dtacceptance by Grantee. Grantor hereby hind themselves, their NW—M, !w=and and iA5, -ifis, to warrant and defend, all and singular, said easement unto Grantee, its % rid assigns, against every parson whomsoever lawMly claiming or to claim the some, part thereof, [SIGNATURES "PEAlt 4 j P--E FOLMWING PAC.?,] Twro,hu wtiV20t7 NqM1 Page S of 7 GRANTOR: The Villas At Fossil Creek Homeowners Aast im�t 4 . GRANTEW- City rni Werth By (Signat i 4 1 , _ (Pl int . ;. mo Coal- PfFinar F+ s ED A t RM AND LEGAl_1T'Y d n1 Name)_ A 7 P+th 'tt11!"r,'s i CiiYAi�nii el AGKh1OW#,E®C,IrENT STATE OF TExA4-,, , § COUNTY 4F TARRANT S 8EF(3Rla ME, the undersigned authority a Notary Public in and for the State of Taxes, on this play personally appeared le . known to me to be the same person whose name is subscribed to t t�for-.ojf ng instrument, and aoknawfadged to me that the same was the act of an d that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein Mated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of Lao StiiktNER ` TATEOF T r mvOwneg%Moo 10,aaio DJAW017 Notary Public in and for the State of Texas Page 4 of T r4Ci��+i+irFlt_€UO�6A +1 . STATE OF TEXAS COUNTY itE'rARRANT BEFORE ME, the undersigned authority, a h1L 'ubtl npnd for the Stale of Texas, on this clay personally '6Pt� 11 of the City of%• Lrforth, known is me to be'iha same psr-s- whose name Is qubacribeci to the foro4a4nq rc i$6It, end a�nt�vviedgr�d ts� rrte that the aarnen was the act of the City of Fort Worth and ti t i�9 a cuted the same as the art of the city of Fort Werth for the purposes >and �or�l 1hr. erein expressed and In the capacity therein GIVEN UNDER MY HA A! Er. OF OFFICE this ,day of �I �M RFcd4 +ILA NRWY Public In and for the State a Toms +I `} Pd�it�ty�:REi ldu#. Am Tcmpaguy CQ-WKlir,R knomet 01AVNt3 12 Page a of 7 :\ "'I'916MMORARY CONSTRUCTION _ f PARCEL 9 — TCT- Iioing 4,21t9 s�usro feet of l�td, aiGxatsd in Y.r� . Hlaek it: ,n 1fdlaa at Fe€sstl ask, an addition to the City of .Port Wools, -T Taxes i � Ly, ToV o r filed' in Cabinet A, Slide 10764, Plat itecm a of Tarmat court 1 p€nfaom of a lmvt of laud deseri"bed in dcd to f)C3A Pmper{irs X C;1' dtrr7 1 [ C, a i3ola€vsxn limited !!alai!€LY eOrnpstay, nnaardin8 to the deRft! in #D208414017, need R4awds afTw mt€minty,,Texas{li.IiiC:T'.};sahY=rrptur..'rulr,lyd€seHbedbymetessod bouarda as Endows: ., BUMMING at a 112 inch iron ryd rot i! h, t soar of s tea€€aiuder trf BlnOk 1, FOUR CreekPhase IT, "a arldiri,In e �Y 9 nri Wne€h Ts€aamt K o€u�¢y, Texas, ax filed In lvoknne 388441, Pages Sf T,C; t`., t€nd also 1€eing €itn noni€cesi earr€er of sold Lot I, also 1 eing in a,+veat of IJsil ji _tnn'bed In deed tO CF Foaail C'mede Aecia faLC, a Lielawetc 16t:,,ttdl Upro,, According to the deed fled in histmMeut #D7l4217225,l),FLTanatalfteast�evisserofetractaflanddescribedin dood w Fossil Creek'�p�., e TbM A non•ptafit corporation, accotdtng. to Ehc dead fxledinvejuna1d1%Li]4C.T,; THENCE S 06,0910t t _ CU t tine of said Let 1, slang a:uest lino Ofsaid Una of a escrtwiuder aF HlaO 1 +a4r rt'ruh., Phase I1, and along a west lino of said CY ltassil Cock Ancia f,ic tt� znt'S OI' 18.74 Feast; 27tp, CE S 20°lil ll, 4anelo� eloi!iG ,nN line, a d€atance of 95.39 feet to the moot esstotlg xaulhe at jAW Lot 1, $fdEKG¢ J A6" 4Y, omflmting slang the sot€tl€eaatcrly lino of said Lot: 1, and cortinufn'tirjtg k tins ofacid CF Fossil Creek Mein LLLC ttual. A dislstaaa Of26301 fact to tin a € M of Mild LOI f, also being'" the WMIL11eaatatfy Ilea of Lat 13, Block F of wC�,€a NFRIn ' It fawi i Cacck, 1�Nt� nd bcross said Lot I, the fullOwfug eou€sea and dIsTance; Pi 20°10`38" W A diefenco of 12g 6S fbet to the beginning oft non -tit,* tt Curve to the laft whose tadito is 275.00 feet and whose tong aburd beers N 76,03159, fir, a d'€rtartcaaf77.07 feet; Along said cww in a northwegr ly dsr ttvrr ihaxurglr a eouarOl angle of l6°06'36, an am lnag19 of 77,32 feet to the cast line of a drahman dt udility easement, acoottiiing to oafd Thu Villas at Posait Creek (Cab. A, Slidm f o764, pA.T.C.T.) N 04'58'57" F, WOng FhO east Unit of euid Wilmot, a d€stance of 20.M felt to the north line of said Cot 1, also losing in a WWII lion of xaid rcotakdtn of Block 1, Fossil ek, L'ltaee IL end behtg the boglnoing of a non.€angeut crave TO tho t,& whose Milos i9 295.00 feet and whose (Dreg chard bear# S 75°11'29" F, a dlalance 002,20 feet; 1Ii1; CE mans a aOuth lit€O Of said remsin* Of Block 1, Fasell Creek phase 11, and alotag the nOrih Zinc of#ald Lot 1, the following courses anal dial nW Along said curvo in s Witheaalaaly dimilom €brough a control angle of 17°Sg'53, an arc Iet€ h of 92.56 Poet to a 112 taut trot€ rod found at ttae and of said curve; Atet tof3 to'rW t4M Page 6 of 7 47!=v of 11.27 fees {w. OF IIAGEN ING and —tah)bg4.209War. ftcloro.ggAof of I ThLmiri 'Yana fzegitloza N�. 5557 uSu myod an the graLmd May 12, 201 , 1. tlomrkl ; :,setl �Itztr.l klrreo Math of rho Toxw Caandlnate 5galam of 1983 {Pkotlh taantrat ZD"O; N14Q93 1,111) C:i JI ZDrtAj as dwived Imay fret€ W"twn ilstg aeamm t,ytlluugwvv iJI�t I n;7 ,.k', I ".' 189Oin5 (COPSvW Real IM6 KtneMofin (pM) rnQ[!s4dc. An oyiqiaurfwAgq r. ,fp I i. ut t.E W17 w" wad tea mite grid cowdkistes and ddetn„cam W st,rfare. , � . 7. l3iceiGSkalc l is .ripd�rl €a.h ' b'hcef 2 Of 3 FM 14342 .. i�r� , � .ca �.H,a7 +. Wi,— +'+t •'•'n tir -• a s, _ n,+,-e rw11�u■.'Vrwsniavle��uW s9l�ngnitl — — ._ i ._ !xJ•Ot tool ... _.. ..... - .. �Fly''•tim�9PNl4�A5789L�aesx�aldq•xawra t ...._ � LEdiu 'Z6 .4fP1 Lnwb IRA ua Pt4mn ' ;*Ma v+ti1PKi.1� =d9'ad6'S'L£'G-1NoLid ,voPv:C'di® � I �Q`„,;,? ,�, p S ma'tQant�!!s`v>��� P?r3 'Aa7��,'.tH[na7 �etffid��a'xw���t+a� ws . � �-+ isiaao �y Lsaz 'Qs ADM !a{cQ 1�Pt=S"4u3�As dA ?aautecm� aaepgyre`� 'DD8^F s1-.fIC;+IPa��+FE'7Ed t; f� LQSS: L 3MITMA--,avglz,t�'Yp-gmdtffu". SI::jFd,[3{1 7� 11wu anLr}$$ 'W!1 ritFtLS7i� i ! KOIJIMUSNOO } l7d$P¢ q ltcrtrs*� ;L4r6' i wSa�B[Ak,A F-E'"'S ommpg A A r^- CEPU �l sc =&,dead J (MM a�t4uu Fr- Cl top �. ^.. �" ..• M /' .�Y .Z/I ' 413dQE 3Q:S g E frinrr '1autP�ai)-^^^' :C „ z7 1 � 'lls� dr rm 3xt ,�.,, S.....: ,✓ g JM ,d/t f �. TO, xF a �dif3 f t6 :kf Y+ktrl 'HIa Y�Da {IJa'd•WM1tt YRkB,j A ;may t a i' d 'ieS—QW �iaA °St 17PA Pf •M `x3}�? JS:'O:l 't 'XV .do ' .7lVht F • � i7Al. � � r � r �sdtaa ,'gEr'fs ' S9't-Y'd f .L£iE 3.Sa.LlA95 91 h918P1 ?GiS b d.998Et 1A.LC.4EAtd1 }7 _Crx Y'3'1'N'R 6L"9l EV.NG.dC-50'S E1 dsas � "5'Oi1b 1 a sy16uA7 � uApAaa;B i � °� �. ff 'Rd v3w WSW 1 .40 L'3LPNt55UN Ca I—W u�ata ro xola'ewtis m>z a g '_WV rtsn .t A v.o;Pi "+o Ru&pe sMutr .yes Psas¢31VYf2 '�M' "JOSS'd ;1j31s'J ?.59l1i --wpwoesrsA W%1spasmazvms L38dQt ga +mod ' '• w WO'stall deft" "IL P" 4, tsPwt xwxsw [fl"m'-ji"J B We U.U"A Vet kam. » fe (CIQt $oda OWL au as W.N Arc n OPJ u..w u.mve t" P w""4 Page I of 11 D219020M WM2819511PM PGG 11 Fee: 166.00 Submitter: CSCERSCORDING SOLUTIONS Electronically Recorded by Tarrant County Clerk in Cificial Public Retords Mary Lowse Nicholson vcuL tail )farce! 0 10 TCH 62M N Riverside Dr. Block 4, L.-on, 10C C—n AR Phase 11 Addifia-2i 91M. DAM .0LAM0 TITLE CoMp4My GRANTOP. CF FOSSIL CREEK ARM LT-0-- GRANTOR'S MA111M ADDM-34' (*Wing County); 4351 LHJ ITWY, STE 6M DAIJ-4-8, DAIJ,M COL NTY, TX 752,14 GRANTEE: MIT OF WRT —r ORTIZ ORAM-M-S MAILING ADD"ig (JAWW8 C111ty) 200 TEXAS ST." � FOR T WORTIL:TARRANT COUNTY, TX 76102 CONS Y-1i r- R.41410M Teal-] Acip.fS 11-0,00) and. oftr RoW and vakmble consideration, the receipt and sufficiency of which rKo bmby acknowledged. WaWNT AREA-' Jldng- 43,027 square feet of Mnd sibm" In Binh 1, Feos5-11 CrWk,, ft Firm 11-1, in 8111110= to khC City of FGA WWW, TrUT711Lt County, Texas, as W2,11 in Volume 330-141, PaFff 41 52,.I9nL Rr.enaxl& of Tarrant County,Taxas (P.1LT.QT.), and being a pardon , , V g IsAd desedWi In deed to CV FeaH C4vv k Ards L IX, a Delaware Baited liability- cowpnay, accuftfffift to t[14� deed ffhd in hiatrumual M14217225, Deed Rewftb of Tarraitt OMMY, Ten$ (Vx1piqes pmurrW); match Emement Ara behig ma" parficulmly described in ExMPR "A" aft-ichrd he to and incorpow-ated Bar,-rda for all papseg. TH t Easement is rkot a bifti ltu i ememwL Grantor, for ffie consideration paid to Contor, bmby grants, bargains and convoys unto Gjantw' its swcomrs and assigns, a temporary. exclusive emment (the ) in, over, and across, below and along the Easement Area, and jugmss and egress over Orantor's Property to the Rawrnant Area as shown on Exhibit "A". for gas limited purpose stated ha refit, and subject to the teran and conditions of this Temporary CbRalraction Easemeal (togetkir with Schedule I aLtached hereto and jacorprated hevaii, for all purposes, this "AXm_nAW). It is funhtr aprmd and uadmtood that Grantee will W permitted the use of said FAsement Area star the purpose of rebabilitatiou ot a wastewater pi ii in (W "Ertr'V '), Upon the earlier of (1) completion of Construction of the Facilities and its acceptance by Grantee and (b) lune 1, PMX)-J#tOTCR Page Z of 11 2021 (tl '71miraion Date], all riffs granted h .915Ml scam and this Agm=nf OAH Haire and lmm4ume immediately without ftuthu act by Iho pie. ti %.react stead] be onsible far ag costs of designing and oat7simi+�Jag The Facciiit±r . it uding the cost of Piny mimys or dal descriptions prepared in cmmze mw: h ft Eastment. By letter agreemmt dated raf evert date hemwith, Grmtor and GE ern L ye aj#ecd on ph as and schedules pmalnbg to the initial construction and invaHation of the 17acil,91 s aW glared matlem TO HAVE AND TO HMIA) the nbsue4' rd IP-j=nwm, togethor °with. AU artd Singulff, the rights and '1IPrWjrMHaAc83 theMW in atayw4y bCjQO&7Z IIWD 01Wt , And GCMtee.s SUCCOSSOm and assigw iiwil the expiration or ttmifttafion of al& Agreement, subject to the Perxttittad eptions (as deftt 4 in SchWule 1 aitwba h te). GAmtor May i in& if, sf if, and Gummes successrsrs and assigns, to wm=t eked ciofortd, ill and singular, said Easement tip Qum. its s s and assign, against every lw.mm mhn' ls moever wfuUy claiming or to claim the ante, or any part thereof. af. by, ihmngh cj. uluJ# txta or but not oflmwise, �Ptbject tD tits Ftrmiuod Exceptiotts. ISIGN,1 TURPS A l"'1 HAR ON THE rOLI N PAGM . y STATE OF TES AAA. Ar Page 3 of 11 By (Sid i (PriaMmw,. 9zerF atm� AClt�J? I r _y ,Tide Authorized wigtaarory BEFORE ME, the tmd ni g d authority, a Notary Pubiic in and far the State of Texas, as this day personWlya rav usbOrn1P ripe Authom z eignaLva3' of CF Fossil Crack his i<.l C, a Volgw:iv; iirni" habil.ity coxcYaAy, known to rate to be em save person whose nam iw su*rjUd to the foregoing instrurnr;w, and aclstowwgcd t me that the same was the act ut s+Jd 1144 od ifability company, and drat helshe cxecuted the same as Ov, act of said lin ited lial i-I y mnpviy fur the purpases and considerafion dxaiu cxpmscd and in the capacity therein stma Gii N UNbERsm K kND ,4N-D srsA�,, OF ongcE dais �, day of t cinand t ether e..M" na4ryM I Fly y rJttWe ! e MMMEMURM Page 4 of 11 GRAVITM CrrV OF rOkIt WORTR ,-- - ( (PAmt Nam) APMOVM'AS TO 7=M AND LEGAL" ....... .. .. .. . .. ...... STATE OF TEXAS COUNTY Off" TARRAlfr � § RI:FGFF. VF, Lh= %LrWt2.9igad a%ir.finrky, a Nowt' Public itt,md for ft St am L&Texas, on " day pc rsead� 7 rup FeamdJL2.ts .1 - Uu-f 01V19: of tbo City of Fort Wvrd4 known to mm to be (be same panon whose Linvie is summued to m �04 -v,:,piig ingummm, Yazd, acknowledged to m that the &um was Riot M of the City of Feft Wottb mad dw heishi, execated ft- saxx as the ---t of m-ld Cky of Fort Worth tr !", plirpows and cons WaVion thueirk mtpr"sed and in the c;qxcity thmin state& ,&IVEN UNDER MY HAND AND SFAL OF OM CH this day of Nomy Pub lio In and for the Mane of Tt= 1 �IBAILA PAT a KMXI 0112�14�47R:8 pamel 910 TCE Page 5 of 1 # �UYL71 tun$: i, c:i?lluuai The Faeif"itles Anil be tarried at it sufficient depth so that the Op wi LQ Pipe *di be at least faty-might inebm (481 Mow the atsfacc of the tang Sid" the Easement Artmd, XWmrLlr apldt hezdtlt LIF dir;hr shall be sate and =we during cons€ action and filled with soil and tamped solid mprg cndgN&!rintr.-, Ahy sinking or erosion shall be pronoycarronod. by CWwAte, at its ack cote and expanse, to that or! ;ley remelni at law laval with (err slightly raised abova) the susrounding land. Any floating of such sysuia q1A* t than of plamptly cor ned Ety Of, nLrr, m its sole cost and expertw so that they tap of vita syMta alnsil twaxlr atalpa I 43 halloo bearralh the xcLri`voc .ai di n it u 1 within the Eaftum Arne. r Blauting of any Idad or chn w kf- is strictly groblbl76d in& tDr fL nu rirru mmtne rs shall my dynamite a r other explosive materials be used for Waiving 2my or other ltsed f ximsdons eog wntaeJ dMinig diRgi.ng fcT the systen iuscaltadcm draeriled benaim Cimino aboll leave the right of ingrates rttu'i k .zp cod from the Easement Area only for the limit purpom described iR this Agmmmt. Pa purfma 4f wooW Belo- 41*lt of inVcu d egrwu,%atkw shall use tine applicable saint'mg Load urzikt tide l: s, ff rrOf Limp i Amu belug socamd, but In anytiveat wing the rhad flromt which strain vocws sold ruatlr in the kwp dllmal+aaca Wid di3mption to the Gtdf Course Use (m deflued below). %marten tVm to ovmda reeaoa%* Mvanm uutixe to Gzaotor of its iabml to %44W upon th-antor's Property w the Fasement Area fur pay pvxpW4 had up morsilmata with t mawr or its reprasemEativm; rinusLL F& however. said notim shall not ba MiLF at modem minap imy dreumoonces that u)mtbi hufmon health, the esnvirwarmetmt or slgsalicant pm rwy Omor {# kwt as Onal�- provides Ciramlta notice as sofa as is practical Grantee s1raE1 have the LiLdet to ever the Em—f-3it Am of matvial obatructim so lctttg as any such ohmlictiva endangers ix intufwv.wiitl d�a e.tirlGn-r, salty fad s eptiata operatloni of the FA ceded, however, Crentea vjWO lLsdper,< titan i3iUmx% itrgtotty anndior the E ement Area cstrendy commins certoln existing imnpravments, iuctsrbny, wiloout linaitatiou, luldings, drivauayg, trm s, shruts, pion and othw luudscapir,p, Imsk and vags4ticsL WAidum ddsi `i *ittau pipes and syslatm, rgttaaaa and aVbU cat padma, seed traps.,1*0 and fthMr vra(rt»faaLtua, of 041in9a gaatlty grass fairways and greens, rough, tee boxes, practice t mW paUamTange. (coMaiwhy. land inrluding any addiTi ms Cs reylaomwnta theroA to" earl, ruts itirdli im$ mA dltdti to OR ounvary contaked in WS AgmMent C,drAtftM Ins by (i) comes to tic peat, prasmt and ftmttmre o7fmriiid i,aisVmw of the Exis€iug ftWuvemments and rho use. devalopmem and enjoy€ ent of Crtatttcr's Prop ,iuj on F.sr-,i"t Ater as a golf cntttsrs focally W ahenvisa(r4116etivieiy, ft 1PdLgLqM Uo "), and (E) agues sr, raibtfr, at (imtWs stale vast and nso, any damp to the Easement Ate and the Existing lmproverucnEs ranSed by Grantm'a inaudlo rifts. Coamuction, opewatiom mainte 6e, repair, Mpit+rcmeat, re•uuval or uw of time Posenmt sand to esat the same Oncluftit, witimu 11mimtion, the snaffaco) to its origistal mudition (including, withow limitatioti, to-gmdbg, replacing trees stud maeoding the mt, in a manner reasombly sppmvad by Cuoutorl ompt with respect to the Past imst'<allrttlena Landscaping. Mth respect to any restoration iavetving lamdwong (exaalct for the Post-fusteUulou Landscaping) for which Grantee is rtsgronsibte. efintet agrees to use cr cow its Contractor to use only a l?1O1ks43per approved by Grantor to. the mtent posailtle uat Teamias lase. In of event aba Grant= Mange the Wade of any property amurnbemd by the Emeamemt. CTtmtea acknowledges And agrees that due to the pttnry nee of ChratrWs Prdpaty for Golf t;eotmrae Me, them is a risk of isons] hum or Nary irons flying golf balls uA moving golf carts io aind mo and the Eawmem Area during flours of operation of rite golf worse. Gmteo, for Its employee& contruim and other pasexts accessing the BLwment Aru under this Agrecietwi, Itateisy sigma to asstmms time risk of damage and part onai injLwy ftom amaess of tttu Ba€mtmt Am and hemby seieasm Cnsntor Araaw any alai all "lityretating to Uni itW3 aces of the Em r.Fnfi11i Area a`o>< S* Of the went rights granted herein. NOtwlthtuefdhcg anAang cmuained hwdn to the ooatrar), no use of the EUMMt shall be utilized or altrowed in a manote that tu"ascttably burdatns Omtov's musinoing pTOpeaty, iatufaiu with the ituptrrtrrements located thump to the Golf Courm Use or unwasOumbiy Groat% or its succ ess And assigns, rnembeers, gusts or ifvltees. Grantee shall use ale remnable3 efforts to tttiulmize disruption to the use Od Farad #10 TM Page 6 of 11 vcCu ,ncy of ti°,SnJC,r'a ftopelty fled any PrWetty RMtgd adjaoaat thereto, Oftn1sa'a fight tea M the Fmment AM is OXCIUSlves sacbJee t to the t littNi EXCgtiCM% talc ClArit€ t TIOMX pt fer f csuar and its SUCCMM and a&asgtts tiro tigltl wow, a atpy end MJoy ail ca Psa of ft tat Atoa Ohuziodn4. but M linraited its, test, for Ping, Orivowayr, lW1CWI:apin'% iriggaiOn wtd othcx ielYy4ower,lctitrl' 1xtlti*4 Ihat'such asp. Omupaac+ and enjoyment onld Ohm ri" gruatrd do ma unienu aohl y is rmfrra wish iidwm of &w Eri t Area by a IRILlrr, W dte llatalted ptirpom described irg ands eramralt. Orata shah not (,rant A-0 o xrp v W say other Mwilat or d5adadier filter. ;m wlkm Me l asrment Arm Inr€tlniM - . . C4MMe. sltsall keep the ",AM-111 � €; ii ri mid s�IninULN dada 411dAn r€€d free of & tmib wd line, and if it does not, Cmakee agrno tq pay Ckmtot': ratonablc ccnu uf -Orden Lrq r�tmr gad u nah to vidb 'the rmisamagal Ann or adjamm Intl%, wWcbnmyegxftaW f'QYktl Ofaums grt lkinno on rh o Putintat AT t, rra;atac *M it all tkm cataaply with (1) all rphkbua Isws, statutes. taalft and tegaaiLttiesats of any gQu=MUXRMt larit3+ having ' 'edoo iLWkK Jt, wilhaul HoLnorin, an envirmrt'aarital 1sv,v, onipas. roles grad tvguistions of ;stay Mael, Mia ex lid ■utha T awd pit. Wt industry prr:¢titea, 43#a9 M, At its $We. Croat and shalt l bee p it>R or enaain; Ia 6f all MMMY atiain"nan ce and MPMir of the Faci iee (Md all Nuipmeat Reftasary to eati IMZJn VW IM" R such Facilities) In a good state of reps and in &Mislsaory omcliflox Grignuz shall be 11) ymp,at ai6or I* hn em miatins to tits d aiga. pmttmr. thimirgaon, WaStrUCtIM, m etas tcf,ui, tcpllnersrGatkaf aptrendi, 14 a and removsl of the Fadiitim and (ie) liable ft wW shall Ins trxln4td 141 �r[Ue�Wai7F Loalr» a ur lxsratdlF alY albtu , iaaja or (EGO €ace tto Crane's and the diacof ow paum th % to Me of t amale Maid by or 3n any way ui&g uses e.xmmim of doe nam4augl FUts. calwlneJ en Iptli AlpiN roue cxc t.h' the; Paat•lnetaolaeim f UVfg .upin& Nor to cia raring upon G micel a arhMl c v= ado vonawor s and tr y a to , at their we �Wo ilia' ca1€nak all JrUUrxMAC TMaaC1 nr,n iu 1i L#hi! imhnlititri HAUL UU as requiriA "7 late, 4ad is any eyout stun w4wqos won hxriukt W We imm Compeasatim and Employors Usbilily: stud (b) Cmaweial Cse[nerad I.ialaility. JZIFMUZ alYall PTMCIo tvaltlClapC O€ RUCh COVaajiCS 10 COWOF cvift five (3) blagind= dnyS tea ratty uprm atear's Propats' faa qN m1dta1ram=4 attd mpair pae'pows dewilaed ilq Ylus Aga Wilms es,rsy is required 4uLlex cmapacy drwLu4unmc r #hs which s= such grMf of hUdrriece 46AM. be Provided na 300a es is pxwficpl). The E=wwt atod Laebr rn&g waW ix avmd by Ibla, Agtrommt = nubjct to (i) all tasments, CG4lritorfa, 1gwtl4ti{+a1,i. Jw1p, +'tic'wrt rt any and all msaw at teed ORKling tits ESSMMVt cares, and (6) my ors that a Cat,aral +rid mloinm survey of Goat UM44 for tar would deal aaa Veall U any gKisting rrrirrgrenmd 1a, aiiiirt (coL1wW tt y, d w and road" beretry agmas to vinain any and all hzLA— `+n7r noermrrt I WMX nFfy OT13 TOqUked MWU tila VOMJMt d s. tdodiing car"ned in Us Apsernew hail 1'# ran LtaLK i gr Ar4m rj 14 I)a;8 t:OGVtyMM SFPAJr Sale, ti0iC.:ctit5tl Or transfer Of t11e ,mac 1-1ifl-W in Raj' "jUn i,f Gm ater'L PMpeM or oat say oil, a or oderr rn illew tigto relating LD Csraantor or eery of C,l>•acaWJ espetty, it Mug le drat?JLireit of rise pwdes that tits Euemm shall 6e airfinly iitalted to and ft the tan€ ,sees expTened in this Apomun? i'Trstwiilei mL&ug uuyciaing i€t this AgfMMM to the Omlrary. kit the event to a NIVides. are abw&ned prict w the Expkatiogg D�w-, die Eumaga shall apse ad All trots herein gantry 01a11 Uvaium and revcrt to ( tie are£€ Oo'a3aw'S rJewstiors mad apart Cram Completing the elostosaaary application plocess for the City of Fart yfouh to vacSias ZIn tine sv t of any eapkidan oar esrliv saminatim of this Apvmwait, ntee's liability for damages imam ibU Agreameat ahsll axwvive, but uaoly to flux extent that such 1*ility e r danuses are w0ilaltcad to aratttee'a gross WgtdgeLao e. Oratnarr steak hom tine right wiftvt noti*e us couent of Gmim to irmliit and or any Pordea of Gmtoes F'ropasy to a dkd Party. GrMM try Ito aasi r all a teary Portion of its rights hammdar widinat site prior wrim a:nns=t of CMMIV, "iota CIMSEont Shall M irk iriaaruNMably wsihlt, fd. srnnclitiMMI. fW delays. All notes, damds or a&er ranuzvnfcaalaria tequlmd or dkd to ire givens h tm(ler ftu W in writls5g aM stay cad all suet items shall b� deed to have beag duly delivered upon Msomai delivery, or as of the 1gamaliewly following busiagm &y ,iter depoak for with Feecral Expren or a i imi rar oveg-nigitt currier service, adds 49 pmvidedl on the first pap of Oda Agmemme. lemon 1llOTC Page 7 of 14 U any Claus®, protdsioo, srabpua ^ cc puagrvph M fps in 40 A6iucwran is iflept inveltrt or uncefarc ume uttder promw w fvttra Appucebit laws, it is 111v intcsation ofOr6fl 5iv NJ..el [ ;rnrt'r. tji.a MV renrRdsdu- of this Agee uew sisals aot bG Aifoc:W thereby, The tmma and provisions oontalnM In ilia Agrftwent aba€i be,e, u, ;nm jar t ceosSrlps3 in amwimce with dro laws of the St a `l`". In cd+luon to other righta and cernedie3 awarded to tht �Rt6ph 14uti, the violatiou or breeob of wry cevcnant agramrm cc tahw teaaos of ft Agrwm m by elthn perry 44ui Siva to the odtw patsy tha right to seek injunctive relief from arty cow of competent Jurisdiction w rmAti or ovmpri toss 4xuadc a of each vidlatiem at breach, and la welt damages thaefor. All rcmedics provirldi herein law and in equ4 sltatl bo cmWative and nut-�cit€si� ' This AgUment and the i-Wubits attar.bW hrreW embWy The cowptew egreemut buwm the gwtes hereto, and acaft0oual or dif rant oral rgxc mtRd--r . Flm=se tr exrftement ll be W"ng an nary of dw parties with resp= to the subWi VMMW h except for tlae lrnr,e riva{nu u of even dace bere with. This Agrc ni may not he mndifi4 Aft Ot NuendedewcV1 byAw *Aft4 ,tX=ncnt erg Grantot and Granted. '!iris Agtsanra rt may be signed in co tmietlrartt and Al suede =utt -r"*m"f he dam—r&d as Originals and binding ups each party cvxvdw asnyt.`afirwrTkin ii�ri uppon 'd1wh raip-Rvo AnITkWPrexatadM 7t—,Wsm jmd amips. 'Mqh ra kPI In' third pity baneficiades rn-yt+yl,tt flatwdled in this Agmwwnt and no puson or miry 4hail have any right; under Otis AgrmRcuo Q eA C3ror€ T, a -antes, And dXirrvqm=dVo h utrceasors and assign, Caraxat�, and OrMWr hava {renfrtjrarthtj ndy in the negotlaion MA dratdug of Otis Agretn=t. it an ambiguity err questtcn Of ietftt OF k1 1 misarh. this R eat shall be construW as if dammed jointly by the patios hereto and no preauWtioa re twdf 1 r Cawf shalt arise favming or disiavwing any paly by vkM of aut ha,ahip s>fatsyoft he provisions of Wo AWmaon r. Eavhparty (the r) rapaeae,su to era u&M tirhr. eta rs tttln8 Puty bass loll povMr and authrarity to exo mt% deb! are, µet k1-t1t h e Agraarttent; OW the individual exaxaiiuk this Ag#'eemeat On W]aail a[ the Rcpresmftg ?sty is f ftctoPpp'A'udd and ontharlrarl to do so: and dw this Ag-remons c natitum a valid and legally blading ablig fcm of rue Rota t Pw. fleet ratty enfoMWO 2001 +aatl WCM-14bftH9 PWW ld WOrdsaRIM With ERENJAINIDER OF, PAGE WE TENTIflCd Y UJ.,16 VM Pit #lOTM ZM3WM Page 9 of 11 31,1 I11T ".Ai" u -MMiiR RY CONSTRUCTION FAS17. %,lPNIV' PARCEL IWTUE' �eistg43,027sR feasaT adittte+opartassisetodIABI lit,{aafllfr.;l, FlU14It*A a"Vion m 0" city or Paint Womb Tmml Cumay, T u EW E3 Ynhoaa MA41, regm51 & 52 ?let Ra m&of Tarramlf etalty,'C— (F *.—p T.t.J, pd." a P rim i a mtct(%laW da€ mead is dmdto CF TamA Cr at Ascis !LL:, a 1*[4 u* Kmiwl II ,104v compfflW, &cQWjiM 10 U marl Hiss hl [&mw%W iODUl u47,�b, of TarmA Caudy, Tom ti2,ft.T.C."T), .and bans v-jn pu*Urly Jftubed by m and as fblkvm 7 Part J fi DEGH4MMMs It2 iwh ixnn rod t6ww hM is,R eotdmn win of W t in V*k li of 'lam'flu" 0 ramd amk m it ul+oa qw P14—t& d In COMM A wader 10764 of ft oaW Pint ROM& In a a=thst CM00Y Un& 4W 40 fut off. itAppmsitar uK uid retaCdad nnlai �� r-0a1'l1Yer } sud fum which a I!a ixl&k,= rod fcemd in wdh lira 6f s"d 0JuEJi'FLUeimt bl tr3° Id'47" W. d utar" it 11 7 fees mld fmm WmChaumbW112Ewhimnn-4FMPWimp 3 WWWW, *AUftme of32291N4 TBwiKz.s 6vu,ti" P- ni`,i7 .h saiuhium orasid 4P {,d wift ememmo, a 4xm= air t4,73 teal; 'flwNt°E twer &ad &enact the rrasximbfa of 111u6k 1, Psofta . Pha" Il f®901AW S 23°47'S0" ua +*Wss'n uf20.t1 fbM S 2WIS'43" t; a dWGi+ m nk 475.91E N69*41'17`li,44ii-m wd4iiMile- aV; Nfl4°SS@ �,#dlo�crcer,FliEE�3%$aad Nd5°sVVi'ld,odLrunFA453-% W 0tiewestRMC4isat1190*1ofF02r'1 {�.1 h�.n I% ks n aPprwra u, cw5 �txi pia! in Cai/�i A. �41d8 lI$34 vi duwJ PhL lWaalai [i uE"it2'S5" li, alvag tim sv� Eiaua of aAid IAY 1, n d%tanse of 3R S4 J.' TH3+NrR avdt edi e+�oes taiadsr of 131b� 1, Few L'eeak, piuj� iI tits ftrllswi� awnsa,i d'.aana�: $ 45 51'fll" i8,a tllnr�ux i�e.23.46 i S 04"55'3S' �. a s� of I3S.56 3 '41'13"� atljsta�aotlJ10.31 f; S 24°l1t'38" &, a aaf 1Dfi,5S t N 85°01'43" 9V, aAirt�s�ce gf'64t.64 #ems cl S '10*5632"'fK W. a &Ntn= ®f 73.22 Ewa ra dW W= line of said CF Pbuil Cngk Arvin LLC tract nod the t d& of way Ilea of N. lilvesjCde o five (sir, mMdWg fitavMthn f)Mdk TEMNCK K 04414'2rS, aiaad dw Wd w!M Eim of LT Fos& CmekArvfr 1.L,C trap red dmsaid entrWriofway$fN.i4ivomi&al!t€W&,tiIN90 #007.25&W- Tgf�tl'x'I 70"56 52" Ts. a dt aeo aCf47 73 tM at dAmoth 694e#`way gee Of %yk4pur MEW wty, ar it wears saw said plat came" is Csbiud A, al€da Ii! V PAT.C.T.; TIMCE alams the avid WWh rism of w ity lim of VVt TW MOW Way ad rise wart bin of Gluck R of wid lfilias at Fostii Ouk."Wly 4;QW a and dWmwe% 3 ascel'03" I, adloAmeofd33.19 fK4 K 44'3a' lT'F, a Hof 103-Mfib aril N 2WI6'3r W, a diatm=448933 f sh"t t vt3 FM 34PI CM.-Nm asw 44A 949M tm lommuldrw of mock 1, VDIW weak rim a ihff rtrliawbg d}la M29*1 Vff'T+ +.itifnna 07634 ruan N IA& TV IS� ■ .I,' if 14.74 AW to thn pt1LSM OF RFATty!14MG wd coMakkkq 42,555 or&977ofiA em ofl■r t Fait I COis M et a [fit ima x tdt [&jnd tt d u,ttbuat oM)t 1 6% Mack 11 ®f7hr,VIIMilsat FoultC-tit an 11 rppFY7 pP*b aW 9b41R g"kd in Cubind A, Slift 10764 of t'1R fnid Vid P+;.u+ti in x mvLhwmgmffif Lim oi`a46 foot j-id vi Lay Swwar 13e es it enpouf �{" O uIu r Ct;n-Ubd PW of RU Lri 1 Wild WW46 m it2 ir4�h Md r*w in die r rA 'him creuui ilr a rira N&S"12`Or W, W _ of 11.27 fog W d % last MeCdOWA 1,7 [Mti tad froirul_ dnibW 112 QW h iPM Tod &U#d bMV # WITIV tle,a sofMA% 14.73 1­77�4CE ovaa sad MMM tlos + .art•I nt nMt19100k 1, ftMH i4eeic. Ph"5 U the fORM'iP M romrm wd dimmac - N 0"441' 17" kitAmoh r of 1024 2*4 }T04-15,10, W,idLtilEhm01!1.35 and N 45°51"03- F a dlihmw of 53.56 i¢, parka$ Weft 111le OfTat L B161A L of p0=4 [nd,k, Flgit If j, ii appoara Lvm the Id�t ilk Cjl; sit A, W& 114'A 47 do llsib �Sc[oWa "I G=LizedL4F is 41, • *f 7.4.}d6 fe# CO i� rwNTQvbtw13mitTwh tractaf ; TlafiCl3 N #S'37'it[t . , a 23,25 rest to wAh it— of mid 40 f' "q wwe rill" 2�61[CIC S'4 4'11C� . alwC the old iduftHMO af'+49 Tait ra i& ftsm=4 a of R.P qk* L*vkV or&cttce°Vataddo v a nimof299- 1; laRS dcW 1>cimiaig S'4r45'33" 2 anddkima 16.34far 783NME4515L%"W.fn„lid thtfAid.fl:%(Li1HADGMut1; THZWE N 67'35'2r W. dmLatbv said wnh Ibt of L 0% 1, a &OA= of 27.25 trod to dm ji,E)FNI OV IRGONINU VA 6472WON1e 61Or0.011e4mxg Otbult 'f1l�ranlAf.;ilmd, �.P,L - - SwNwywd on Wm {1rouM NW 12,2411 1 llMOC"mIlvggunIrri ar to add ht ofthe7=mCn S md1 34 mwth tr- "MS3 $2i111) Epoch 2010) oil ->Wiv d rt"Ply ■+age yftai m CI&1t SVOWS Cuno'WauV(Xm mine ildnfwRm Si dlub (1]I]p[1);,w Roo! Thm fflMfflaik (liilt) 4mmoss to mf 7.: ilnew ugLrta of INS UMW. 4. 1 rptd W&OW011 tr. skewh 'den 1 aT3 fTWI4342 Page 11 of 11 a s ,L .. I . �'r{}. �} `ate F =F 4a: aver nA sr ®.— '"q,a'e� nr'fl.A1R !4f a �}}7 y MVAq m 4ftR R ,t9,$�'W gTa,9i ygy,,,,w �.*� 4Y.(SG tNRJ� TaTaiA��i'€. 1[./ 5 r�— ie�,c-adas,..=a ems. ^.:, i ig sF-a+ xr [tias {.'i-9. Q #li78A PR� ,F ' t# �,ti„ 1 "'• ^".6 RMa sa. aOYi l• 1 rr aax. aoint..A 9 tM tt x b* *. -.w::raar�r`,/ wi uu wnma.:smc 4Y.i%e L-um ArC,ciSK rr $' fft 6Lxk /"v 2. Sfi7 Fiwc:r9biG:.9'aT-+_--.s,wm,�--y�•� ('„g A'k7@1 f AP ere dvCa as aa.7 ;v�3:Far*,.ao.:xxwwKkht-o _ P.fiR84i 1 iffsw�J4ti r... -. »:swr,�.. { �•''K tx 1raranrtax FtC �• t � s u�nr 1.I r A�g _r _LOI € u, ewaPU-Aria_._m !--,, k /y4 ka - °'e3� s. der r 6+ nifM,S•i8'a! /k3P 4i4 jafykMrL, �+% „✓'� ,� r — ' AUX Sdkfm 8M a a swuFa°d t+.9S isa-�SY't37�+a rl iF N HbaSi'gki E L19 rn4 k t� 4 tfA a S IB ui$:kk'dk'� 3E.Y9' i iiJ WF]FJ� R�F•� ] � � r' �' 1 �fq'y„^ 5., a A � (4ASy01 She% q tf°d� ti i�P�ia7le ks_eYin em7K �J E}l 36 S TiiFCY 50f fR9' to n:iLs �s� asH b .ypi�f I�a� w saascrars...®sr I_ i uu 4Lf 3FffiY ]asr fi eLM \�ftk ..Oki -- 4�&i gh$14 �i 90. TC$ , z t5Y h lar e. art r - - k,.�.r dwn-, e..t , CONSTRUCnON 4404 rvraa r ; a J iw kdr-cStrR �P S l r� l�3 ly� E• .i: • Y�1+" -w -ey - �' i '_'_I�d��} r�rdasnuaa.'ahss �sam®a,ksrr�akt.a!r.irsi�rvmer.ms�/�ream_1il7ups6csa�rs3sctwap3LF -_ " aH � am usKtnp .P� .-err ;�-=i.�.Reai,F�waene.:iti;kK•rran+3cA�,a��x+grc#,as 'tewxxx=w r+p�brrSM s. �.irsi-ar�uxtsi .iw. # . x ui i,si�a Page 1 of 7 0217271975 10714017 "1 ALI PG38 7 Fee: $40.00 Submit v XEROX COMMISRCtALSOLUTIONS Electronically Recorded by Tarrant County Clerk iilOfficial PublicRecords � ,{� �i'��8"�'F1�aa-►¢,e,a. Mary Louise Garera CPN # 02515 -Upper Big Fossil Creek Drainage gas in In rce r i rrsYOnrrrnln Parcels # 19 TCE 6032 Travertine Ln. Mack 1, Lot IR Fossil Creak Phase It Addition ; CITY OF FOtfr W0 TEMPORARY CON S°TJ CTION A5� 1lR,�NT I]7.Tlr: ��� GRANTOR, Fossil Creels Clevelrspme iA�tfor dd, LLC �m ,�"r GRANTOR'S MAILING ADD[ 3424 Poachtree Atlanta, GA 303,' GRANTEE: CITY OF FORT GRANTEE'S MAILING Al+ Eincluding County): 2W TEXAS 471Ir FORT JQR y T; ANT COUNTY, T 76102 CONSIDERATJ&9r,,pen 11 linen ($10.00) and other good and valuable consideration, the receipt and sufficiency of wh : hereby acknowledged. PROPERTY: Being 893 scleara feet of land, situated In Lot 1 Mack 1, Foul Crook, Phase II, an atidlNs,r, to the City of Fort Worth, Tarrant County, Texas, as filed In Cabinet A, Silde 11434, Mat Records of Tarrant County, 'Texas (P.R.T.C.T.), and being a portion of a tract of land described in deed to Fossil Creek Development Partners, LLC, a Delaware Jlrnited liability company, according to the deed flied In Instrument 00214025576, Dead Records of Tarrant County, 'Texas (t1.R."i .C.T.); and being more particularly described in Exhibit "A". Grantor, for the consideration paid to grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, WOW and along the Easement Property situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit "A", and ingress and egress over Granter's property to the easement as shown on Exhibit "A'. T"„cp9earpCmumucrienrroseM o 61dTE24li Page 2 of 7 It is further ---i-qreed and understood that Grantee wlil be pl. F.q 1j, use of said Easement Property for the purpose of riahfilhifhAftn of a WMMfVW;14-L- L1110h) Upon completion of improvements and its acceptance by Grantee, all rights prat 0 Y., ;Iil n r, descrilaad Temporary Construction Easement shall cease. . i TO HAVE AND TO HOLD the abovedowlfie4 Y, '10�!Ijetharwlth, all and singular,the rights and appurtenances thereto in linvw Dnjl� 'r unto Grantee, and Grantee's successors and assigns until the completion of G ru r.Ttl rind acceptance by Grantee. Grantor hereby bind themselves, their heirs, muaces9a Su rld as na, to warrant and defend, oil and sinwlar, said easement unto Grantee, its ri:i, - jid assigns, against every pamon whomsoever lawfully claiming or to c;aikn Om same, or - part thereof. ISIGNATURES ArN: A R i� �PKF MT LOWING PAGE] Tmpce�y 0.*-9w &st OW90417 Page 3 of 7 GRANTOR.* Fossil reek Development Partners, LLG Vick fir GRANTEE: Q1-d brt11 � i3y(9ignlaturej• _-- {PriatNat CGaloe�i�rum�l I ��Ralnrn�EDimator Ak+ AS TO Rs D STATE OF r� BEFORE ME, the undauthari0 , a Notary Public in and for the State of Texas, on this day personally appeared i Grifk E 1 � known to me to be the some person whose name is subscribed t the foregoing instrurrle f d acknowledged to me that the same VMS the act of f Gt �wd that he/she executed the same as the act of said Jt ,obi ____.............__. for the purposes and consideration therein expressed and irt the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE thris&�L day of 2pL- �yo�i P MCp�3 cgs NO, ry ubiic In and for the State of Ti xas j°U9k.1C �' b w 72 201,�. a� Te pvmy Comtmown Emaxwt s 41I18/2017 ii yfogy' gta� A+ Page 4 of 7 STATE OF COUNTY OF TARRANT r BEFORE ME, the undersigned authority, , (notary l lc in and forthe Mate ofiexas, on Ibiza qay personally appeared_ _"ap i e- Pr 1 of the City of Fsiii mritc known to to � I�e 9ar!i1E p�sst�n whose name is subscribed to the forofjolny iI':kk+:rnant, and acknowledged to me that the same was the act of the City of Fort Worth and that I mr.,tw. executed the same as the act of the City of Fort Worth for the purpesaa and cTrnsldertW7.�; rf.-in expressed and in the capacity therein stated - GIVEN BIND R MY t-ANDAN11SjEAt4gF OFFICE this 1001 day of Notwy Public and for the Safe of Texas a3r�arasz� Page b of Y EJ=IT "N' 'TEMPORARY CONSTRUMION SE E 'n CE PAS .0 .YA-�0.&..X.a L .. Heins 643 square #het of land, sinaatod in Lot I a 1.% 0 Creek, Phase, 4 se, addidnn fe, tlac City of Fort Worth, Tans,a,t%aunty 9'axas, as filed in Ckiuol A, Slfdo 11434, Plat Rccotds of Tarrant County, Taxes (P,9 i' il' s and bring a pottiun of a tract of land dcscdtud in deed to Vasr A Cook i]tYatapi_irt� i'a.k rJa, A..LC. a i?elawaan thailad liability exrmpany, aecnrding to the dmd Mae ;s r,rYdrm IID214025576, bead Itwords of Tamnt County, Team (DJLT.C.'t.J; c4 'Ile l i� ee parileularly described by motes and bourmis as follows; C074NMNCING rt a At! traeltIliarlrb] 'un the. northr:aatCome roff.®t I in lilac€H of TheVillr,datPoWlCrfakas,t�dl'0& FZ1LfhoplalwcordedinCabinetA,Slid*10164 of the said l IM Recofda rrr a un K?S p rgNr1cl flex ofs 40 feet wide Sanitary Sewer PAnetiont as it appears upon TOO' ` 'i us %ieX' L+df1J 104:1. Fossil Creek, Phase 11, an addition to the City e,f ltotf 1Nott6 WI ty. Texas, as filed in Volume 388.141, Pagan 51 & 52 Plat Records of Tw , I'rr,A f P.A.T.C.T-j and hula which a 1d2 inch lmn rod found in the north lIp t#shlLb4 11 been N 66-12'W7 W, a distance, of I €.27 feet and rwm lest metitloard I biti�%npd ! mil, another 12 inch Iron rod found bears s S6015'56" th; adiatanraof322 91r THENCE S &612 �Z" P q, u, it south Tina of sxid 40 foot wide oammant, a dialarrte of 14.73 feet; T1lEWE at +nd a tlta rcrnaindor of Mock 1, Posa€l Cmek, Phase, 11 as it appew mpvn IWOm! tAKNiztl in. Voluttts 399-14.1, Pages Si and 52 oftlae sxid Plat Records, the follotv;.iY-�tW04, dtil■ax,,, a diaianae of 20.01 feel; 1 {" r- a didanccol'475,30 feet; N 69°4t'17" P, a dittaom of 161.24 ikey N it IS'36" W, a diatanos of 128.39 feet, and N 45*5a diatanco of S3.56 feet to the weat line of l.nt I block 1 of Fogsil Cmak, Plpase U as it appears ®pan the Plat tccatdcd in Cabinet A, Slide t 1434 of the amid Plat R"Ords and bring the POINT OF BEGINNING oflhe bereinaftm descri#;ed tract of land; T116KC914 45°51'01" S, a distance of2f.20 feel to the, wrth lina orsaid Lot 1; THENCE S 67 35'22" Z along the said north litre of Lot 1, a dietancu mf 2T25 fact; 111KI+ECE S 45'51 *01"W, s distancesf50.27 feet to Elie said went get- orl at 1; .s'1=e9 lot) FTw t4i43 Tt i1C& N 05 Z'53" A Tong the said wok tine af%at 1, u dI met to tJae FIDE VT OF BEGINNING and contain kg M Kiwis (bet or 0 02, 7i 1 i:nd. faw: May ig, 2017 ramm 1`1091uu n orl Na " 7 Sttrvdyad on the ground May 12, 2017 1 Haannp d lines obwm fini nnm War ro Cr 1*; Texea Co nate $Wtnm nf 1 OM (tfarlt Contrai Zrrn� NAM(2t311) WP a a 4erhed fgcqoigp from wazwm Date 5yatame ConlMoualy il;tareltrg Fraf w Ik mps) vFa I Tian Kkemetrr. (R7iti methods. An tage + awiUr■Iloh Peol4f twaa used t® yip qfd roardnalna and 2. Eileget paft of Wm a mT. a. i.eaal t eacripgon b, sketch she" 2 00 FrN 14mz tussL cr VI AWL. rt , n texas na®-r , rws rj7' aY } / — W. Ws, i7.L3 e IL YJL 7<irER d� 9T, 2LRP,GT. �.^ '•L77�6'i' iU�F ([,:fdd4dL 4Gai �_ 43.� i 1" A8F of &ROTOME C.SkiTRPtk, _ ...- '`^'.• I��—"'1" (Cr is l4cft)'^---7sc;:/ _ r aDX-S%A��A AaIgS: 1�E ijtj 1ff7Rn P,R.LCT. 1� ~� a �",•{'"`.` imk: Wy 'e9. 2'D17 5 - or �3 f,6a `� i20 F RT R3PSE71. CREFJS 1'� 'F 6 1 ` f Sutr�'aq •; IRa gs6uP3¢i ���gFSL' v -'�� Y!.— ffi96. asw6 bey xwn w.,'am mrm sysmers Cad. R Situ' 1BJS4 �� ra �� tom' S5 55et7 14op 1R, 2013 r.+m �natAiV Wa'.axa IOCR*,&Wci Taro i u7x..9Et-s<3. -,i- W P •,N� e� : cm,w 6amr �. �'Rrcr. i 1]'Jst2m��a�wevfi ter• naPe�x ataaraxarxutAcc x1 PRLGr + ~ice �, f1eWWOR OF &X. 3 2}.4s3'sais[xau-.gym Aux sne rat9n:+o.e. t ``a Vit[„ .YE'$--tf SA r�t7's St a.5,? yl Mlaycr t s aac c mi, ��""`•""` 1 r '. -� CP Aml CRETlr ARCS Ur- TL2 a. �ELesu•.f� � �"""'• � � as b':rx3aav imdd.�. ernsa�s\ "� L9 np�'t2'07'W 1127' q9l\ 13 ir-•�� *f� ~v'r � � 554'1ZWE 114M, t � � ESYi: f � •-� j `~ p`� 52SQ'SOY 2D.01' Lie Pi i .r La 4S59'SF �C 8356' p Pd233Y 3 j t to *1 1 �assz c+rrx rev as�rxews ur;_ .. r .� � L6 Nssslnt-e ai.w'f w� -+,, ,f cCursf: .+sealssa�sAars.r. L7 eESratmr p SGA'i.E 1"=tOQ' ,B ssTasas^� s7as' t''l 5�]�T Pis tp 'n m i 4.10 .j Tam VALLAS AT MM CPJM C!A A S= 10764 C.0 1rr-T. $ REW04ER r3i :uX. t, f1355iL C.REs PPL H LiR.T.Cr. 1i61. k.09 NA F?W 14542 -q*,Er 9 OF 3 t'-Mr.a% 1tS7tAw+5"rrarrn+WW�1w'*a'rAr.*u5^srn :�••r - rJ ttr - Tw er l�l -Y f� s C l�vl.n}a y d i�c x'oriE, .+¢sr�t C��taty. �a�xs, cs °.ies to —ague nali cc pwUns Fwt WmMh, %xas Yb197' W7-lQC5Mph apiat.-» 1wil"D D218077029 4112128182:90IRM PGR 9 Fee: W-00 Submitter SIMPLIFILE Electronically Recorded by Tarrant County Clarkin Official Public Records Mary Louise Garca CPN 0 02616 -tipper Big Po"ll Creek Drainage Basin IntGFI;*ft(a.'lQlf?f[)V4jlrfkOAlL-1 Parcel 0 12 PSFS 4111 Shores Court Block 1, Lot F11 Fog -j !I Creek Phaim 11 Addition STATE OF TMS § j KNOW ALL L�k S 114e 3 E PRESENTS COUNTY OF TA ANT CITY PEAMAN,F QF I!WV WORT" NT $RSId FACtl-i ry EAs F-mUa DATE: April 5, 2018 GRANTOR: GREGOR)�HE,,,,.� W SCOTT BAUM td GRANTOR'S MAILING ADD I 11>AjdInj� County): 2448 WtNTON r. ��=AC rm roRT woRri. t x in-i922 GRANTEE: CITY OF V�R-q-UTH 1. GRANTEE'S MAI I (Including County): 200 TEXA---, -A.'r. Fd"C-PFf;, TARRANT COUNTY, TX 76111112 CONSIDERATION. Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being more particularly described in the attached Exhlbft 'W* and "811- Grantor, for the consideration paid to Granter and other good and valuable consideration, hereby gr-ants. Solis, mcd convoys to (irentee, 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 Page 2 of 9 incidental underground and aboveground attachments, erfuiprm�r+4uw.t purtenances, Including, but not limited so manhof , manhole vents. Paiomi fine cannoL:.:0u pi �Mea, junction boxers in, upon, under sand across a portion cif the Property i3tid „iu re, fc * dtj. ik�r .n Exhfbit "A' attached hereto and incorporated herein for all pertinent purposes, - th the right and privilege at any and all times to enter Property, or any part tiger tit, far *Ak- u rig of construclIng, operal€ng, maintaining, replacing, upgrading, and mpafltng said Fauy�#i/. ? In no event shall Grantor (l) use the Property In a ran ch interferes In any materiel way or is Inconsistent with the rights granted hamtand , or (N) ul or permit to be erected xgii➢tin the easement Prop"a permanent stauc(vro or faun Mdu g, but not limited to, monument sign, pule sign, billboard, brick or masonry fences or w her stmcttares that require a building permit. However, Grantor shall un parmlrlact.to insi[0 wind maintain a concrele, Yspriwt or qua uni driveway, road or parking :ot saris (his Ease Property. Grantee shall be obligated to restore the surface of the Property at C;rantee's ale a'0vp expanse, including the restoration of any sidewaiks, driveways, or similar surface urr ' n located upon or adjacent to the Easement Tract which may have b n remevacL" rrl d.! of damaged, or destroyed as a result of the �rantee'a use of 4hd easement gr t}kl�l flur tier. Prodded, however, that Grantee shall not be obilgated to restore or MOM* Irnggl0n bWams or anther improvements installed In violaation of the provisions and intended use of f 1.9,1:7ad'easement, went. TO HAVE AND TO HOLD um �� o together with ail and singular the rights and appurtenances thereto I�} by fbpkingingi unto Grantee, and Grantee's successors and assigns forever; and Gn irrt d, e74 uy bind itself and its suceessor and assigns to grant and forever defend all and LiteU4r l e easement unto Graotee, 13 successor and assigns, against every person whoa r l.awhally claiming or to claim the saute, or any part thereof. When the contest roqulre., } a, nouns and pronouns IrtciUde the plural. C;ANATOI 9S APPEAR ON T RE FALt.GWiNQ PAGIM GRANTOR: GREGORY NFA;�411NO JEFFE-1RY SCOTi 0ALIM Page 3 of 8 GRANTOR: GR GORY MATH AND JEFr-ERY score BAUM Li t w. Gregory Heath, acting by and through JeFie duly appointed agent and attorney -in- duly Fact, Lidfe M. Heath fact, I Nits by arrci rough id attomey-in- r.11ANTEt. lw,of Fort Worth BY {Sifill }' Imo. A VED AfTO FOR D LEGALITY ��f7111.�AA9id3 X9'�9Cw_b+a'�9�C'�,�.�iea�+•.�^�. TH'I' STATE OF i EX c COiJlVW OF T RR, - ACYPwfOWY1f E `r BEFORE ice, the underAgnedauthority. a Notary Public in and for the State of Texas, ®n this day persouatly aPlreared ._ „ . _. known to me to be the sme parson whose name is subscribed to the foregoing instr6tmen , and acknowledged to me that the same was the act of Wit. u;� i* and that hey', rye executed the sme as the act of said Lidja M. Heath* the purposes and consideration therein expressed and in the capacity therein stated. * as agent and att aey-in-fat for Gregory S. Heath GIVEN UNDER MY HAND AND SEAL OF OFFICE tMs AV clay of mil 20 1.8 IL �ot*sr rka3i1a3 E N� No Public in and for the State of Texas NUE STATE 03-11PXAS COUNTY OF TARRANT Ruirlolur. ME, the uftdersigrwdsmdjvntY} NtltEu�+ lie in and for the State of Texas, on this day personally appeamd Midis H. tam kn to me to be the same person whose name is it&cribed to tha famRoing ,dggm d to me that the scene was the act of Lid_ Ma Hmth* and that helghn OX60=4 the same 83 the act of said T-idia M. Reath* the purposes and consideration tli Iff-giA ex Plfes,50�T4 in the cawjtY therein stated, as agent and Far r7hKj� "Scott r.-Imin GIVEN UNDER MY HAND AftFAV .'," )F OFFICE this &Y Of Nlatwy ublicinldfbrthf-.3'4- --.tc of Texas STATE f IF J' Lylao COUNTY OJT TARRAiff BEFORE Nffl, the undersigned authority, a Notary Public in and for the State of 'rens, on Lws day Persomay .......... the City of Fort Worth, known to me'lo be the same person name ame is-lubscribtd-to the foregoing insument, and ackWwledged Lowe that the same was the act of 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 the in expressed and in the capacity therein stated. NA, GIVEN UNDER MY HAND AND SEAL OF` OFFICE this 3 day of yll ENDAACK"llm 0- Qv NAXP 6D 0 124IW4 Page 6 of 9 PROJECT NAME: Upper Big Fossil Creek Drainage Basin Interceptor Improvements PARCEL No. 12 PSFE C" PROJECT No 02515 4111 Shores Court Block 1, Lot F1 Fossil Creek Phase 11 Addfflon ADDENDUM TO C'ITY GWFLIRT4 PERMA!jELKT.SE !�WW EA89MFMr This addendum amends the Permanent Sewer Easernefit 14 t the following ways: All rights to the property taken by the �aken subject to any mineral rights arld related surface rights already In place, i Olose already leased to tNrd pailteri. All of the agreements referenced hown�survlva Closing and remain enforceable after the closing. The City will bore under the l[rqe;ba6iFtd the lots on the western end of th,e p'roperty (approximately Stations 26 tr3,? ,- to avoid destroying trees in that section of the property. All other portions i lAq prc;�ur ly will be open trenched for thF: purpose of placing the Infrastructure to be instp&q. -f h& City will make every effort to avoid damaging any mature trees that lie withir�lhe sernents on the property. [SIGNAXX-,-,1W4' APPEAR ON TEE FOLLOWING PAGE] I GRANTOR: GR15GORY HEATH AND JEFFERY SCOTT 11 All M Gregory Heath, acting by and thmugh uKmp, �o corn by aA through Um' &dyappointed agent and attomey-in- duly Dppl� tlrj�and aftomey4n- , fw..an,4�6 fact, Udia M. Heath fact, i Ur. H . -'Myam- RA�4 City of Fort Worth 'esus J. Ghapa Assistant Cit' janager. itF APPROVED AS T RM' AND LEGALITY Jessica Anfli.,*9rit City At .. .... torney Page i of 9 KF-1141.1 OA" - n" 1 ARCBL 12 - SE Dctog 52.644 vqLwo feet of latad x&mted in H€r `1r. AM U. an amber to Rm a y of Fmt Worth, Tgataot Cowtcy, Texas iced fa a 3M 141, Pages 31 R 52 Flpt Records of Trq = Cs€uM. Tcxw (PJLT. L � and ■ povion of a tract of had dmn'6cd in tba dead ea Jemmy Scott Dawn U,F uF fa,wmcnk H;32GSi+r"vM, of dw Deed Rs- nu ofTsrr t Com%Texas (D.Imr.r.} I the da3d to f gory S. kEaatb ("%tmdhi&d #ncerust), recanted in hraa)mflm -Avj T'.1 MI offim asid Dead Roeor4 md bft marepvr-olariydeacnbedbyo}rADyplbmmdin,fplkrpm COW11 VICING at a PK nail farad &�F+h core= of last 33,1Block 1, The F1111a at romil t art ®dd'€dm to the € 3 q {. T tf th Trusser Cmmty, Texas, ea filed in Cabim A. Slide 540% F.AfC , xiviNuDymmost cmrcrty ea jt ,"m tonm of mM Hama ftod Punta &m and a wmn 4' vkddaenhmt =fire deed an C) raMal teak t acis I= and recorded in isa€rtrvw ap9 17i"s5 of we nisi i3ecd 1¢t, € ; . mbaek a If2 ineb iroa rod arid, plorAc c ate J €ielrAprao free" fwurlfiea�q H &"s=of242.50 feat; THENCE N S?s58`5:���[��aeItm iy lino of laid BE= ad Heath rut 46M a aonlawly dine of md,"t cal n at a of 102.39 feat a In ipeb tmm rod set veldt salt scautpa9 "i ['F` ' i tr i jrmhLillar ell fix hwh iron t€ & #a m atatacai the e),wtdWas the ab€11 ¢t2irtlXmmNaofj-4.ii4 WiftirdezMbedtractofIml; THENCE cor6me ! t ovdt- screw sxld Ito ll Creep, Fheae U mtd over cad eeroaa Said Baum red Heath t4 dw f fug caw+aa Lod um€ c N78*.7A Opkws 'if 115,3 t fm to a Inhwhiroarodeel; 1 `�` W, a dislanoe of S"3 is feet to a In kWh iron red act; 1 N )s f" W. a distury Qf .66 feel to a M etch iron rod vat {#! t" i3 to pions a 40 fe l wide S itnrf 3r.rtt es it tppeara w ye pint ofssid Fossil Crack, Phem IL x distance of O,02 i�g to a In inch ima and S 75'VS'01" E. a diatettror a590.29%€ w a 112 itch hm sod set; S S 10261S" F. a distance of 599.34 fact to a ill Itxh iron rod sea; S 78'59'03" E, a 4i 03 M of 141.48 feet to a 1f2 itach tsars lrsd Sal W the said wkft sly line of srld Flatus and Kcvth sad a amb nip line of said Cr keel! taxi: Shea€ar3 FTW 14342 Page 9 of 9 s S2•Sb•32" W, coa ur�iK ipma tha acid 5wxhwy lirLp +lbw }feath fct a ct to W lift* of n d CF F*49 t=k k di o 1SY Re to ffic pow M, r- MA xrd mg SZ60 v 3 scans ®f V�w Off -1iw f m , k.PLS. <2 Tee FlepIIINd*m tom, sG yid un �i1� Q+utrnd #may i$ r�YT "', Et+mf of .s *7,eNot of 4h� l' d ayst = of I m (PSI c `x'a—e'is• /rr1"XIM m - p'P v�rmtowss5,w I*wy came mosmmf team 4iTi111i GrRlit�uw�1' rMN4 ffp Yi8 ftl i`f FH P�INIraAS 5""`I moftd& m wmrbp c milkKumm t1C1012 vNa v1r! io grao did srsd cimanm to surface. wgw T S. EkM r% mb i� LOW h, Shpch $ARC I d$ M 14141 Fags 9 of 9 ._....... . wrag 4j 140 Page 1 of 11 1321[80 ,21) 4172r20182:00P€8 FGa 11 Fee: $66,00 Subic,€tier. &IMPLIFff r Electronically Recorded byTarmntCounlyClerkinQiiic€slPublic Records � �'f1 d Aq Gaa£s Marry Louise Garcia CPN # 02015 - Upper Big Fossil Creak Drainage Basin Interro i�avaraoaalta i 12 4111 11 Shores Court Black 1, Lot F1 Fousii Creek Phase Il Addition CITY OF F it# TEMP�7i�F�r Y "3 DATE. Apiril 5 2010 RANTGR: Gregory Heath and Jeffery Sr �ffi GRANTOR'S MAILING ADDRESS (Ind Gadnty): 2446 Winton East Tarra � Fort W*rtk TX 761011 d i� GRANTEE -MY OF j -ORT VIF.yk- GRANTEE'S MAILING ADDRre*;; ur'ririo County): 2t1O7C#9S Si„ FORTWORTH,A NT COUNTY, T 7S1ii2 CONSIDERATION: : T r� ID OIW4 (51 O.00) and other good and vaiuwbie consideration, the receipt and sufficiency of h ix''+yre€ry acknowledge& PROPERTY: , ; ,n i It more particularly deacribed In the attached Exhibits "V and kIE9li. Grantor, for the consideration paid to Grantor, hereby grant, bargain and onvey unto Grantee, its successors and assigns, the use and passage In, over, and across, ti*ow and along the Easement Property situated in Tarrant County, Texas, in accordance with the legal desiarfptican hereto attached as Exhibit 'A", and ingress and egress over Grantor's property to the easement as shown on Exhibit "A", it is further agreed and understand that Grantee will be permitted the use of said Easement Property for the purpose of rehobiiifillon of a wastawatar main. Upon cowletivn of Page 2 of 11 improvements and its a=eptanco by Grantee, all rights granted 6-4 k %i the described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above dascrif,'� Ea�jtTjewt P rty, 06erwith, all and singular, the rights and appurtenances thereto in anyway holon o Grantee, and Grantee's suecessars and assigns until the completion of wn,strudi '' wgingl�,part �i ptance by Grantee. Grantor hereby bind themselves, their helm, rsucwsaars. arid O�n to warrant and defend, all and . singular, said easement unto Grantee, As au assignD, afMinst every person whomsoever lawfully clairrting or to claim 1ho n or thereaf. is IN"AIRLS APPEARON I%lTQD*E.0Vi—JKG PAGE] N Page 3 of 11 LW GRANTOR., Gregory Heath and Jeffery Sco# Uar rrn , e !VHeath, acting by and through TMI ati ^'t�� yy d through duly appointed agent and atttarney-in- duly apraln# eg4r I tin4 3itOrYaoy-In- fact, Lid ia M. Heath faoE, Lfdi�,We, i h' By (Signature P T FC�R !. 17Y * Nama1S�ic�w yjyittc.� AMPMEDGENIC.1T STATE OF TEXAS g C0UNTyOFTAkit i- BEFORE ME, the undersigned autbo€'ity, a Notary Public in and for the &-Op „f Texas, an this day personaiiy appeared Li.di.a m. a rh* , known to me to be the same person whose name is subscribed to the foregoing Instrument, and acknowledged to me that the sane m was the act of T i.dSa m t-h* and that here executed the same as the act of said .. TJ,aa,, _ r fh* for the purposes and consideration therein expressed and in the ca!1ac=iy therein stated. * as agent and a y—ire-faetfcw Gregory S. ffeatb GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� day of April 2018 " -i �e�l+"�-"vim WVOr+iiVr»S. $CEiT#3 -� al.�%i� Ptokrn�€>1fr,.''difer`Yexa� k.` A� Wrsm.Eap13G403�iFr1C�t� , � �r.y3� €aTaRKylre7377�3�1< �} � _ __..�,1.4;.tea Notary r arblie in and for the Stag of Texas Page 4 of 11 STATE* OF TENA COUNTY Of- TARRANT -7) BEFORE ME, the undersigned authority, � 1AP" 511� ir1 and for the State of Texas, on this day personally appeared_ %.idia f= [ itte* known to me to be the rare person whose name is riubssriiid to 1ha f4f4gUM,� 'I;urt��r,i, and acknowledged to me that the same was the act or a.� ![oa1, and that he/she executed the same as the act of said [:qba aIh)-athe ____...._ for the purposes and consideration therein exPT-06me t and bn tho p 'ia i�in>si *as agent ar4 att x nav-in-fact fcuc haun GIVEN UNDER MY B- %ND AND S YP FILE this .,� � day of April 1 8 Notary P RI in t or th® State of Texas a ra9r�lrz9wlff 1)r3WEN I6N 3 NT 1 t.iti 1fHYi,�y STATE OF TEXA, � Cf3liM Y OF TARRANT � BEFORE ME, the undersigned authority, a Notary Public in and for ihe Stlrote of Texas, on this ,day pet'scrts[tiy appeared [� >i Eft tatictc r V of the City of Fort Worth, known to rye to be the saute perm whose name ih subacr;dd to the foregoing instrument, and aeimowiedged to me that the same was the act of the City of Fart W ; ; a•iid that helshe executed the same as the act of the City of Fort Worth for the purposes and conalderation therein expressed and in the capacity therein stated. GIVEN UNDER MY im4AtaiD AND STEAL OF OFFICE this day of Notary public in and for" soite € f Texas Page 6 of 11 PROJECT NAME: Upper Big Fossil Creek Dralrillue Basin Interceptor Improvements PARCEL No. 12 TCE CITY PROJECT No. 02515 4111 Shores Court Block 1, Lot F1 Fossil Creek Phase 11 AdIfton ADNUM TO CITY OFF' RTH TER1110 C) MST 0 ~A NT This addendum amends the Temporary Cansiau&Y(Easernent H the following ways: The easement shall expire on the iVh d f'l nil 2020, or on the date of completion of construction of the Upper Big Fossi__H_C 11990 Basin Interceptor Improvements, whichever occurs event tt . -Vrst. In the evept tt Jpper Big Fossil Greek Drainage Basin Interceptor Improvements Is not coM , e Grantee before April 12, 2020, the City of Fort Worth will Pay an additional qwn aney for the temporary easement based on the rental rate in the appraisal. All rights to the properly-tAiW�2y are taken subject to any mineral rights and related surfiW rights alreaj4JO r)hwcP.'1ncIurJIng those already leased to third parties All of the agreements refer 11 _rarn will survive closing and remain enforceable after the closing. The City will -bore undp Ir"m behind the lots on the wostern end of the property (approximately SWdorA464 - 27+50) to avoid destroying trees in that section of the prop". All other haO ilf Ihm PrLOPOtty W111 be open trenched for the purpose of placing P_# ft the infrastructure to to- talla& The City will make every effort to avoid damaging any t r, mature trees ecil fh�_w- n the easements on the property. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Page 6 of 11 GRANTOR'GREGORY HEATH AMBJEFFERY SCOTT 11AURN lay GrnJorYdeath, acting by and through 'jaffm s I A duly appo(nted agent and attomey-In» duly appa fact, Udla M. Heath tart, Ud* �gy .. aWhrough attomey-in- FoFt Worth LIN 4esus J. chapa Assi's-tant City Manager APPROVED AS TO FORM AND LEGALITY Jess lcm SlanvirA9_9�isnt c—jty aorney Rage i of 11 EXHMIT "A" TEMPORARY CONST—RT MOM E. PARCET I—'T'CE Doing 3009 9 fM of laced in dnea (3) AD41 d ' s'Pl k i, Fossil Creek. Kam it, an ati$hlon to dtm City of Fat; Werth, 'fs N C.mtn T--era, w filed in Valww M-141, PaSaa 51 & 57, Plitt Itecoida ofTmvr City, I (P-F.'I:CT). and 6aiag a portion of a tmct of used dassaiitmd in tha ,I, k d+ I. s Scoff Baran romped in Iztstrtttmeot aYMWI89523 of the Dead RwaWs of Drnn& -o=LW, Tate (f3.Ti.T.0 t) and the deed en chnsorit S. Hostta (50* ,amlivi4cd setereatA xvOmidaid in Inxirumant "D205736657 Of the said Deed Rttcrrda tr&tt: no more Pwfcaluly de3Cribtd by mcm axd iaiwds as foi DWS: i CO1t1.i MONG at a FK,€ail t #4rdw ta4rdw-Yt+mrar of l.ot 33, B1otte 1,'w 1111ts at Fossil CM*' eta Offldon to M)r p1 art +form, T Co", Tim as 81e4 is CabiaU A. Slide 54 1°.�.T.i1 „�iag !Iwt most Or wtty caner of said saatn And litaesh ffiaei azta c of tw x ifasrritad in t;'e deed to CF Fo=] Cmak Arita and 1�]Ia2i77:SoftheMidDwdRcotrlifrnmWhich 112 imb ison rod wid {apt.. ta�rct --Alf A,ane lnt" found bum N 52038'S2" E, ctismowof242.30 THIMM N 52 58'S: +F g a wulhtAy tlnr of said Rmm nd Henth tract and along a nar&%iy Iino of seta �t� i kti at distattaii of 15&.18 fist to the nVU OWeirly ttatthe conlarofsp"Ov �OCnitl u0 f4smuent; TIdMCM N Ift its ilia earth titoa of Mid pmpoaud eatamen; a diat®nse of 34.59 fcet to, F�Of DRG'1M41MG of eha hmbinaA M of x a ItUNI V*" of land; T4LFl+t: ;s- tw,er ■nd +cmea Mid Eileen C'rKk, Phsea fl sad wnr and seines aid Harem 14 ik4uftffaw faitawing ODWIM anti distances; " W 420 t Idong the match liter of said Frapot d wtmmt, it 103.97 fttt to a JR inch inn rod sm with cap stamped -IWF INC N 51-26'33" W, continuing along the owth Ifni of mid ptapoead ess4m'% a dimme N 38'33'2S" Fw iaavicg slid emMncnt, a dbUnw of 50.OD fees; 3 51"26'35^ E, a &Iaute of 7Q.97 fea4 S 78559'63" E, a diataneo of 84.72 fed; S l l°00'S7" Ott, it theta M of 50.00 fed to the POIN1' OF OUGAiTpIING and coafsiniay 0" Square feet orO,204ofan aent eflaad• PARV 2 COMMENT' M; nt a 19 imh imn Tod vrith plastic cap fmW itt Up aotth 110 of Lot 2,5 in Block 1 of The 11ilb at Fa"l Crtsk an addWen to the City of Fact WOM, Taprant>rG my. TOM " MOd in Cibintt A, Slide 540, P.RT.C.T., also befell fa a a uftIiy tine of Wkl Bawn aid Reath treat, Bt w which a PIE trait lbttm for the coinman north coma OfLots 30 wd 31, in aid Htoric 1, b ra S 55141 %1" I", a didanre of 285,94 Mw iwrs Fib' ta3Q Page €# of 11 Jd floe aoetsiceallr ii � :l{ • 1111 i14'JIJ 41H1 J I rrltl Jansy� I� a iAiN� of said Block 1, tba following comm awdismacam N 62"19'2V 9P', a dbt&wo ©f51.91 fm,- N 5ln3'33" W, n dEsM= of 122.64 feet; Af Q'M'53" :ti, a dLvAm of 184 J d; Al 8rW43" WS a d6fto a ui iQ4 ila 11q.n OF G of t bdIlod Al r '4r W, at'Imu a or i i 1,6$ fm■t:4 4'tlEKNCR 9 wio,54" w, ■ df46ouet V,r IkI3 fT IIIENCE S O'2OWW" W. io ■md aAot t i of mid .3.jmn ., d Hrrlli p=gM along the Wi aly line or said Olock I 4 (29(,Q ; 66 ro Me cumL , B c of Lot 12 in Oa#d Blank t, end d+�' 4�ast� aa!■1Y1+ Cum of Wd Raton no Hath tJ U; a WWI iimof 16 to Yomil- Creek Aoiz I[_C ad Mrro�—OnodLnInm.1411 arpm m(chip vue hgj"g idVA90I&ad[4ewu&btelya HCKE H 77' W 3' f p .LWS &r lies of ssid R and 1�imath haca and 24 alovgn ptit►oai CTiJ4sa;trJ6 fog; il11SNCE ova an3 dr .�itJ f Hevah*sd Im fmlowin uses and ' of t 51.69 feet; N S4 , . diatatuP of 2J)XW feet to the ss th lies of a nd =itsay og sdid mt, a dislawe of 175_94 fbig 5 14a31 %71 W, a digMM429.00 fact I" W. it dietame of 67, Is het, S I4'51'59' W, a disUme of 15,93 M to dte 6'iPna CIFD5,6DWWQ and cwotdi®ing t7 fl64 sslu= fcet ord.394 6f au awe oilarsd. COMMMINGat a lit IJ Iron sod with gingia mp faaomd in the JR' Et line efw 25 in Block I QUM* 143iia Al Frail Caank, ate addIdea to jhcCjtygfFW Wogb t Cou r Y TmEA as f It d fa Call A, Slide 5409, P-R- '.C,T" nlO WDS ks a sOutimrly 11aa of said IIWliui dad Ifel Ih buoi, ftvm which a trte d w c®a WOn DMb oaftwof Logs 30 wdJ1,imuILMock 1beamS5S41'41'E,d distmoo of235.94f"t; ' IMNCib ql ek the u:elthaaiy line of uid i3dt W ad Hmth hm sad dl a rzrJt" 14ne otmW Block 1, MIlaswa€dsomrm Rod d4umm H62*19,29"W,aawwvm of31.91 tea; H 58•12'34" W, a 4ianme of 101,05 fbec ti 51 S3'33" W, d diat=aof 12t $4 Fad shm x ars p7w 1E942 Page 9 of 79 ad63`06'53" W, a dkbkwo ef72.24 faa4 N 87'09'43" W, adi3mtuca of 169.64 feet; 3 S593017" W, a darlac of 172S2 � 1 S 67*bS'f33" W, a dx-tA-ca of 233.2ii tad to sal whit sap stacoped -me INC JF$1v1r ua the Sandnvesi ofl la ? in veld Bioclt 1 sad s Soulhaastady corttor of gad Daum gad a Is +.,L litre of fbe itsct desrsrbod ate the dodi la £I+ Fort 4 "W' eewnbl itr iustnglteei #D214217225 of the mid 13 n `I'1 NCX N 77'09'32" W, along tM =U sown 4A- Baum aad ]Meath W-A and along a ourtbetiy airse of add CF Fajt1 tMt, a ,at 143.Sa feed to am 1'OIRPF OW BEGOMI `s rsfthe ftott baiitg dowbq—I T"MCF. Maimlios moos me e 4SHUM &M }iaaih rxart and slid CI% Fowl trr.ct dta foito>ylmgaonaac uddi NT°1° ,3r w, a dt u a*°I 8, N il•42'33" W, �tAi�t,0.ltrr�x7�, r, . THEN , N 05` ow. � ank! Basta aW Fleath #exit, a di-u. e! 129.85 feat to the caam A jlp� u! ■wlt IttYi lies # t xad # t F f o9sii haai die beghaka of a t l iR M+yog a radius of t5fl.00 €cot ad a loop cbatrd dent �1Lf fT mith a dell- of lOM'02", auTAMof z ]c0{ I of 27.5E = 3 osr 7r wrJ ectw� leis# 9avau Alin if■Ath hest, u tii®�c=u7 171 fee to the M {13' H1jy¢ --d mnt 3,947 Square feet or 0.1091 of #m atxe oflaud. MY is, 2017 a SLwyoYad on the gtaunll htay 12, 2017 1• a +po *F Nn" -lrnrm hstw" Ww to"XMM OF ft Tessa Caoedtt*b� Sy*Wn of 1%3 (NOM CQ" 7900; NAM (2011) EPwh 2Dt0) a8 dwived kwrJY Rom WeaWM Don Sgetetta styist9 ee 8t1if1AiWCUfls► r90 RIB Time idnArclatir (te) &Mwer"Oulodi- M ov g� Calisfifaat an F (A i.00Qt 2 usett to stale Old MM6tr and dhsmneca le) wtfaea. 2. h1AWLI Pi%* of Rile surmy; a. I_c-pf DowVIM h. ska" sbw t of 3 F7w 1042 ✓ rya - CI !R ~}{. aiT #Wr Mzlym UN T" h+t 1 i - - ILr Tow - Ran 1 CA... -ii:!! uAa f Of+d+az 7rr. [um } i+r.aw a.yf PARCEL [2--CCZ (PAM 1 2) TEM'P ��` =rr u Icprwun 3A u f7awa,7 s7a, F. +Q L�' .EASEMENT � f iriF3diit 71 47i° C, F MC rb- -- 4 CAWJ PAf. a hr_[�z L+_- Y7mw Lt wwn PG¢.3F k S2- d •br Mofmms7 P0 am !LM we IF2.4;r deaf'oskl�asCbolmCb+e.rr, cY—?4a,4uRK=WJO�s/Yn�rrt=�Cii[TFki@ � '. 141, i +p 11 A 5ti P1 Y Yee ss: >m� 4�Awy.?iLz is oTw, 6t me � Lli Arw4 , 777d.b2" Iw! �.r....d 3Farrr rt� u %ire.t3t it7T iW � urnegti rF84-55^.'� �..rr Aw+n a >� M.a e.+rswc wsa Ao7q j 5 ; � ? f y� c� j ste mfsrll Lw Maw W-Wa W-Wa u-a. 7rw r a�.fl +� as •ear " 60-M pp _ - - �i ate'• aW� Arwa �l A. H.d 77v . a.r. LV l rItt'et `-I as.lY'''S.FFCIY�.�esrrrrsrt�� j �. "� � � -i• ,� - , 1.r. ti � � ~ �. F L#- MatiF3!'! � 20.00': �rrr..r�ra�arMaaaerwrm+a ',, " sa€ 821 -` ; Ll'! IpataJ7`!P� S1fia0' u ..aawr are ir.n r.r r frFN�! ra Iti -. 4`W ,✓ 1 0-71� B; .,-.� LIR apIILfRIti ii.afl'_. a.riir aaarrre er la.rnc i1C4Z7+l7'. d ?,6%7 7 / j� 7'" 'g '` StdS9'W tSIY tr IQ= T i1F LYY85E f9�F [p ■ Qn ✓-;.x. FKC T �77 Fri SY, t'er it aS Q 1` \ fo7T4j??= Q2 ., !eZ c erarcr. 1D Cmus al L T- mi-' r' Clttrr.7 ! ``dam / 2S i° , ,� - Lehi1'e �. � az TwS fmmmmam k4. 7 uric rr t"Que nam & pwwn: � SlSI 827pII.,"rd�8�laia,SJai91R Yir/4 D-t- %p it. 2017 c .{af tn lrrtir.+i,,7a�J6$Td f Saa' "d afl kh* gaL ee,S WR . -, R1;ai7i.S79Rrk Alil3k23'�aG� LILY F2.2017 - err"-'_-. /ASSlyr.o-as IaR7FF$a00 .Vcn�. rllr r.%q i�i&:•'+�"arire�.{i!'1,�®�.a,.�' ES ^ R� .1Ai� � -Pry v-mu Carr: - s 4 ear 6i.w; Aka-4s� /-ma,er r Page 1 of 11 0219920M 21112019 511 Al POS H Fee_ SSS-00 Submitter: CSG ERF.C®RDING SOt.11TIONS Electronically Recorded by Tarrant County Clark inOWN PublipRecords orb Ili Mary Louise Nlchmson f PN # 02151; -1., Ppr� 11111 FOSSH Crtek Dniungv ii-u iu InUrmpWc 1 ukli rovekxerda Patel # 13 SE 5792 Walnut Crt;€ Dr. Bkck 1, Lot J3 kojiil Creek VIP, oe ti Addla m 5'1A'i°l OFTEXAS § I i040W ALLL MEN DY 1IiLSG t'RF.S1 NT-S COUNTY 0V TARRANT Ucy. or r I DATE. GR Nri iR'S M1#UMO lit DOWS I i1whidiag County): 49Sf LBJ F'Sti V, 91-C M10 DALLAS, DALIM COUNTY, n 7 GRANTEE: CITY OF PORT WORTH RTH GRANTWS KAHJNQ-,"VRESS (including County): 21ru l'18�.�. rOW— IV'O)l;1'II, TA RRiitrT COUNTY, TX 76102 C0N8l V kATi'€ M Tc4&Hm ($10.00) and other good and variable cons lzr&tion, thB receipt and sufticiency of whieb am hereby acknowledge& EASEUMNTARtsA: Bekng.16,529 squpre'Rxe;ofbad, situni in the 1-4jodiuitnrofUkKkI, Fong C."mk, Phime Bo an addition to the City of port Forth, Ta; mnt County, Tom, as god iu Volutata 382-141, 51 & S3, PW R903 (13 of #'wnm� County, 'i'r.xoy (P.&'1:::.T.F, anal bRil3g Z Exertion of a tract of land dewedhed In deed to Cu FoWl Creeii Ardis LLr, a Delawa a indeed Ushiffly company, according to the &W Air ii is Insi rnixient 4D2E42117, lied Reams of T1lw aka County, T (Ii.%T.C. '.) a sr'= Pr I; such ICuoml Arm hein{1more parficuludy aierihpd is Exwn soon attaeijed he[,a(n and iriwrpamled beMn for all Purpz�sm. The Rasemem is not as blanl= easement. G,motor, for iha € onsideration paid to Omar aW ether good and vatuabie -considuation, ltmby grants, sells, aW conveys to Gramm Its successors and assigm, = exclusive, perpetual casenlefat (the .. ") for 1k constnxiiio% operation, maintenance, replacement, upgrade, PaW #13 Sewer Emmene Page 2of11 and repair of a Vanment Sesser mine Fatuity, hereafter MfaTed uy " li ' or sonxthnes ai The Facility includes all incidental kindrrgrawid Burl howiF;roiutei adwhrimats. equipment and appurtenances, inciudi , but not Hinited io niaohgtes, i i u[dtole vents, Intend lire Connections, pipelines, junction twxes inr upon, under and rxmNs the £iisernent Area, trage-dir r with the right and privilege ofingrem an. e s ovct P-; rA%o, i i*ioperty, or any part thereof, for the purpose of constructing, ope> i ing, l[r°-SlacW# u pprading. and repairing ; nid Fe arty, sub, ect to ft tern and conditions of this F'cmwbcnl 141wer Rtollity Easement (together with Schedule I Mached hereto and Inmrpor®tfd Wrom far-41 purposes, this " ), Grantee shill be respmslble for all c*sts of doiighing and. i; nstutcti g the Facitities, including the, cost of any sw-yeys or tegal descriptions In e1wrod M rxiruutstion. with the HmmenL By letter a sroearseai datedof oven daft hcmwiih, Gmim and Grantee have nt rsd on plans and schedules pniaining iv itre WOW oonstruotion and lilntaWtih[i oftilte Facilities and related watters. In uo, event shall Grantor (0 use the Vmpariy in ian# tuanner which hdarferas in any mate way or is inoomistant with therighta gcuWei#boieti" or (If} erect or permit to be erected wOb tho Sawmotg Area any tree or paiw=rarir =tiaaiine or building, including, but wx Umited to, nw3siumieut sign, pole si [i, WUWard, brkktt 111'asomy fences or "ab or nthrr structum that tequira a bu lding pert. Hompym, Q,-Aiimr shall lt; permitted to idstall and maintain a . concrete. asphalt or gavel Mmvvsy, rvad ar PffkiHg 19t 1arr5e 1IM Jsasemr.nz F'rop ty. Cirame shall be obligated. to rratooa-thy ou1-u t-of the Property at, ee's sole cost and expeom ,51oluding the restoration of mkV Wawdks, driveways, or similar surf 1-..,pt v1 me&s loeated upon or adjacent to the i3a>c=rn Arra which may have bma mpiovM, rzi aced, alt d, damaged, or dtstr€ayed as n re!mb of the Grantee's use of the Easement grated heat provides. however. that fuQawiny initial const'raction and in6tallatimi of tsar illtaes by Ormtee, Grantor at its silo "m arm expense shell be YeWasible ftn` tonal grading, irrigation, landwaping aW "wiW W rr ore riot a ce of this a_AUinent Arca tea i s satisfaction itho "P rt W[DI1u Ei a io `l'"). In no event <�mni ft be MgaW to rcS zc or Toplace irr�doa systems or whi r irnprovemeins installed by Ckantor afur this dam hercof its violation of the fxovir,iwr, of ilxi i -.:qi aent arw, Inter! use of the casement. TO HAVU AND TO HOLD tha above-ed. Ear -went, together wirh A and singuW the rights and a rte a them in anyway belonging lotto Crateo, andGrantee's guemssors and assigns fin -ever, -ijkbirc:t to the, ForrEdited Exceptions (as de Fined in Sobedule l attwhW herreo)', and Grantor does bereby bind ltse]f and its su=emrs and assigns to warrant and forever deknd all and singular the Easement unto Grant, its succemrs and assigns, against every person whornsoever lawfully claiming or to delta ft saute, or any part f, by, through or under Cwantor, but not othexvise, subject to dw Parnitted Exmption& Men the context requixes, singular nouns and promo ass i nclude the plural, [51GNX IU0 °8,.1 PEAkR ON TEE i; LLOWI PAGE) 4vd #15 s t Page 3ofII By (Signature)°" ,.,...� I .7A�x:i'+C�4 Faut:�iz�d 9�,ga9atatey (Print Nre% Title . F i SIATF OF TEXAS swik0 COUNTIY OF BMRE ME, the undejM 'k%JmAY. a rotary Public in and for the Stam of Texas, on this day Persumay appearel _ And,G&v ambo�,, , tfivauthor-iXed 9�,gnatorr of C F Fossil Creek Arcis A_ -i Ur1u o limited bability carnpany, known to m to be the sum person whose name is i�tkb cw ilod tv the foregoing bntrument, and acknowkd ed to me that the saran was ft act of -,.mid ]imimi liability vompauy. and that i SIa; executed the snae as the act of said liltaiW MibM g oiyup:my for the purposes and comideradon therein expressed and in the capacity th itt st :4c LL GnTN UMft h+F4-P, AND SPA], OF OMCE this day of Public in a i,i ftrr ow State o.i Texas HEAM FA f liA %p 4 , K�tFxyapa t2is5L� Ejog 0. Es 0r�1M 1 � PacPA413 Sewn Emmett Page 4 of I I I Igirik P4DE11%}_ - - . Title -. - 7 STATE OF TEXAS 4 C`iLl1VTY]17"FARAh1Yl` BfT-ORE M , Use �n emigsed alllOx €y, a Notary Public in and for the Sty oi'1 em% on this day prmmdlp dppearra jkarJ" i" 0,jx_ ;Mt„ of the twig+ of Fart WOE known to = to be the, see puson whow mm is aubmribed to tbp, foregoing fimumnant, and acknowledged d to rite that tho mum was the act of the City of Fort Wovh and do h0she e=utcd s t -_- kh- =r of said Chi of Fort `worth for the Fins-v . consideradon drerein expressed and in the caparity tb=in stated, s , 2013. c>Itr -Y publ is in and for ft Sty f 411 pp�1L FIhu3 F aad #13 Sewuk nseiu Page 6 of 11 !a' 'i'he, Facilities shall be buried st a sufficient d athn so uutL III.. "of Lha pipe +iwll be au least" -eight inches (49") Wow the surf = of the feud tvititintete tai Az .Suitt owls apet, trearcll ur ditels akei i be a& and Iriled with wfl and tamped sr;Ed a 4a[ Vlaku- Any iiulcing or Odors shall be frwWdy corrected by Grantee, at its sole cost and expanse, a u,tlLat such ap ea rew at least level with (or slightly raised above) the su munding Aarp.8witing 0. mach system apwerd shall be psoWdy oxwou:d by Gramm at its solo coo and expense. so thral, tho lop Lf. the Ky5wrn aha11 wmain at least 448 Inches lrerrtnatiatix-terirsM(if thul d within the EasementAren,4 t lllaarhtf.� ofany kind or dmractar is stciealymobiblmd .enat under ne elrcurMtsaM shall pity dyna milt or otherexplosivo materials be used for blasting any rook or other hard farroatiom cwxAmtceed during digging for tlse system instaliatitan described herelet, Gmame shall have the lighi of it is a04 a ro ;trod hum the meat Area ruby fix the HMfd purlmses damibed in this Agreemat. F P "f [ 'rJ,ruti,lr,�� tfifs r5ght of iLrg a and e8ress. Grantee shall use the aNticable txiOWS road Beare a t# , pix*u of the E amsnent Am being acewsod, bur in any even casing the road from which such suers aro,4it rbs* U tht letue dkonbaaca and disretption to ties Golf Come lase (ass M� bclow). Gnat" agrees to *gvick icawurbla advance nutice to Grantor of its intent to enter upon Ora,atot's Property or the Mwrmui Aa1C 4cr any ptupwo ,turd to ebasdjoate with Gr=ar cr its rgxwemad ; provided, however, .add afA q &flail eot be required under emargenry cimunstances that th%*aM humm health, tbo envh-ou tent tr FLIRnl nor PWerty damage (so long as C'irdralee provides Gru am sake as soon m is pratia lherr ")i Otamm shall have the tigtd rU leer the Er mcnew Am of matniol obsYructlaW ao lturg tat aura SU& obstruction endaugeta or i(Aerf=% rviLo the efficisney. sa%ty and aRnoptiaw operation of the EaSCLLK.. 114; provided. humver. Gnaw rxk r Mddat that GLaatur'u Prooperly andfor the Eamwnt Area currently =Lftirts cettair€ existing iro.gvrmgaU. iaotuding, without fimitatiou, buildings, driveways. tenm shrubs, plants find ottrerr laudwaong, l ru91t, Bud vegetation, krigation and d nsr c. }riper and systerm, concrete and asphalt eats paths, sand' b-zpr, 1rWr and tale[ wales leatum, golf cmwsa quality grass Airways and greens. rough, tee burros, practice tam and pmetice range (collectively, and including any add{tiK= or replacements thereof, the " IrtroL;¢rcurc ") and, notwithstanding anything to the conuay 000wned in tdsls AgMnr€eatt, Grath htmby 4f) rrmWrots to the l t, present weed fixture Continued ex(MrA of The Exi#iag ImFovemeuts and the use. davr]apnout nr0triloyrrcnt of Crruutteg Fropmly mrd tile. Fasernant Area as a golf cattM f2dky or orlaaxwjW (oal€ccLdvely, tl€a "Gaff COMW Use"), and (u) affe" to napair, at GMWs Sole cost and expetaw any dattrege to the Easeawnt Ara and the Usting lWovements caused by Cora '& insmilatiM cuas{ttr01M Operation, a sfiltenamac, rggja, rcplacoment, ramovnl € r tote of tie bassmat and to reato" the serne (including, witho€ x 11mitatlan, else staaface) ro its otigleaid condidon (including, without Imitation, ve-grading. replacing trees and mseeding the surfue in a amwer zemnably approved by trauma), exoapt with raspect to the pout-tnstallution lsudncaping. With respect to any reatorativa involving landscaping (except for the Posst•lr.watlkaL itrt laandmaping) for which Grant= Is t rnsible. Grantee agim to use or cam its contractor to use only a landecaper aTraved by Ckauttr to the extent possible under Texan law. fn no event shall Grauke change the grade of any prupctty enearanbOM4 by"9asetxarxtt. Orantes acknowledges anL agma that slue to the primary lase of Grantnw'a lrrupertq for Golf w" UK time is a risk of petaanal harm or injury from flying golf balls and ntuving golf carats in and arovad the F.rawtuout Area dtariug hours of operation of the golf course, Grantee, f w its etuployeri, contttacttom and other persons screwing the Easement Area uarsiar this Apegnient, ha*y %Veo to assents the rkk of dau ge and perscoal Injury Cram acres of the bra Area and htxelty releases Caantur frem soy and all liability Mating to Gsan10's aces of the Easement Area or wwrelse of the easeimm, rights gran Lou herein. Parml #13 Sewer Fasoment Page 6 of 11 Notwithstanding arnywul; nrridoiard Martin l4 the Coaawy, atn ant elf llld EMUMWU Shall be ntiliged or allowed in a umaner that unraaonmbly ba rAm Grad"'S re —In . FMJNI , iolarfmi with the 1wpr"Cultats located there ll in the olf COMW Me ax UidYWtu Aky IWOivrrtlences GrMWr. or its cessors and assipa. Mmbem vws4 or invit . OmWeo shall nrx tK ift&woble affaM to mirdadze dimption to thea use and aLciipinvoy of f°trootetr's'I ip" and sAy Xra" tobr trd as went tbaelo. Oftriftes rigIR W use the Easamera Am is mdusive. subject to tint Pf mariti �tas, but trr� for Gma wr and its succeastsrs and igns the flSk is use, orzupy pad *y r1 or part of lht Emement Area tincluding. but na t Nwittd lo, use for prkWS. deivewnyk, ldpt smonp4iXti owj and cow itr uS cirlerl }, provided that such use, aaccupancy and rigoyrdrns nud w6z i IgNs gutted do ex unreasonably i.ntwfat with the tat ,of the Fiawwnt Am by Ga;wft fee tip ii.mdud purlosaa-tipu dlxti in this AgreenmL GarWantar shall riot graw ntid convey arty oflw sistiidar or tussi rraW cm ietwnts wjiWh I be l<Aid&ttslai Arco io otbars without the Prior Vniven Cement OfCorantee. CKMAft shi 111 kmp the 13--m w; i; Arun Df J wbritft lands clean find fte ®tali hub aid iiirrr and. It it duct not, Grantee agmw to pay it©r`s rra crtatirk com of picidug asp utter and trash on either tilt Eaw;LLuiMm miacEiagnkodfi, which rmyummaita flvm VFT 6 °s c> Y im on The Risem-ew r,Yr L O SLIY[L �t W1 timed IY �y11 (0 laapokable la % st 9 Meg and If odag w of goverarnentatl attihiotatyali mirontiternu%l lows, statutes, ratm and Maulations EA€ ally FpdPx#)' math Or 10C 11 pulhrr hy=nd (di) best lttdooy pia , Cr tbt, at lcs sole coot and e>nlime, sbril bd rt-WIPL tldc Poe kaimmin; QI caugzg to be performed ad octets y MiRtMUMe ai d repair of the Facilities (WW all aiOlpm lt•xlr tt4lry to nnlfnr.ain and repair such Facaides) in it gvvd slow of repair and in misfactmy cooltii`on. MArn a DWI he (i) respausible for ak2 oars relating to tkae design, Permits, iiastaklrtia % Con3mcdon. tat.lrqumer r", rrpiamirt t, apmtinu, use uW mwQval of the Faciiitigs and (ii) liable for mid shall be raquirod.'ar hnumAy restom or remedy any tiulrrge, injury �sr il.istudmee to Granter'sY ad iiac I Ihmad Cr Wwim lher on. io thr• rtar•91yOk satisfactiou of faaankT. caused by or in arty wags arising out o2 Opmuw i 6mrerisip of ft easomml tights ermined in this AgremeMexcept ft The P-Itstallatkin € nudifiaQler ._ l:'F bar 10 indi .M.5g lrp[�3i 6jj ..,oe9 PropErty, Cyniatee shall cause its i-carnLrmi and 4Owntractm to carry, at their "gi, ca x and ratpamv, ail insurance covmps ad in st least w4ai iwmm arnaams as t ut by lair. and in any r-mer.l yua•b Lwn wges SltBli alicl>ade; (a) Workers Curapeniatirm and Erzrialoyera uabiw. and (b) Cotiirnsneiri GM „aI Mirth qty. Gunther: shall pmvsde Soth Cr}Vrrn gdt to Grantor witlratt five (5) businem diiys prlex tan cutry ixpk`a Chantor's Propaty for the maintongace and repair pugmws described in this Agwetr=4 unless onrrY in r;q*ed under emffgmey cs (Itt wPdch case zcb goof of insurance ehrtli be provided as anwo MS 6 a l). €�'asttvitlta:tatiditag attythlaag � this A$t�e�e; tea flit cvrt'y, in 6I� mver€t ; l'a: Kati asp abatrdersted, the FAsecoont shall tease and all ri&W herein tented sha MwMtrate and rat ch to Graawr and Granwes Successm and assign apou tiratttor ConVICUBS"CwtomuY applic on PMMS for do lily of Fort Worth to vacate the Haseumt. In the eat of nny mrridnatiaod of this Agmemak {era cc*s llaNity for darnagea under this Ap=awatt shall survive, but only to it % extent that such iBal+iFity .ar dastiages are attributed to Gharis `a s neglige e. Page 7 of 11 Cirantor shall have the eight, without aotioe er ooWent of Cx =MC, ILP dfaiuCea all Of aay portion Of GrantoesProperitytoathirdparty. isuaa}tft rmy not assign oil or any ;ration of lra rights hemu&w vuithutrt � prigen cc vnittamnt Of CAMAWI Wconsent shmH not be imuta#aflabiy'wiC'mile, corAtianed or Yd AN nosiom demand@ or other corrrunmlattioos xequWd rr pem rppeJ rZ ba giver hommler sh u i; be in writing and any and atl s,rch items $ball be dftnw4 to have btu nary %60iV=d upon Personal deuvwy; or as of the Immediately fallowing business day alter derposl.r W overrsghi delivery with fWm-#A Express or a sinAlsir overnight courier reevire, addrent4 as provided rm tlm ri rit o gb ofthisAgrMavrif. .If any eiame, Pruavi$ien, atrbpatsyrapk or puaNnOt is rvtrh in this ASMMat is illegal, invalid, or unardbroeable under present or fatrtte appUga tir Haws, ii ie rLo imatim of [imrtnr and Grantee thm tiro reminder of this g grueetrtept ahaH not be affected tilm 2eby. The tent• and provisions cvntalned in thj h &Wgeiut aluuil be governed and crauMmed in amWanae with the laws of tho Stars of Tom. To addidon is othts rights and rert lq awsrti*J to lire pigli a �. ;. the violation or b"=b of any covenam agrwmmnt or other tams of this Apm!v..anr9 ley either Parry shall give to the odw party the riglH to seDIt injttMIVU relief ftm any COM Of iMPMU ' Wisdiction td enjoin " compel the emanation of $rif t violation or breacJt, and to Leek daa m gi'v the durt.-)UJremusdies provided h int at law and in equity shelf ba cuumladve and non•exclusim i This A*wmnt and the g ti tr unwhed herdo embody the coatpldo agrcerrrent betwett the dies hcaeto, and no additional or diffe"ot ural rW vesrujnl ufr, pnomisp or astemcFut jlu,il be binding on any of fite parties with reaped to the subjtci rn dt4 heteod, except for tho 16= agreenzitt of even data hmwirh This Agreement may not benaodiliesi, btlerxd.rr a uded except by tlb writtert agrecumat ofQantor turd Crnitte. This Ag=mmt may be sidluxi in Mulerputs aou all such coutneqatts shah be deemed as originab and binding upon each ptaM 1 lalog` ray oamaFrpat and upon their respective heirs, tep yentatives. sucocssm arkrla`5i�i. . Tbm are no OW pony created or inteade d in this Agmenmut, and, no person or entity shapt have, any rid r< wk&r itt,t Agreemeal other am Graatgr. Grame6 and treat mpestive successors and assigns. €ha nto and Gn mar hive participated jaiwily in the negMatiot and, dxatting of this Agreement. If as ambiguity or 9"Stion of intent or iuterpretdtiwt arisen, titre AzmwM shall be construed ss if drafted jointly by the harries hereto and no pmantninicin or harden of proof spteil arise favorJng oc disfavoring any ply by virtu of authoahip of arty of the provisions of dais Agmmettt. Each Party (th, "3tsoresenl party ) rmpmeru to the other heat the Representing Party has furl power and authority is 4xamm, deliver and perWm this Ag n tt; that the individual ex=136rt, this Agreement on behalf of the Repraseming Party Is fully etnposvrmd and authodud to de, so; and that This Agreement constitutes a valid and legnEy binding obligation of the Representing Party enforceable against the Representing Party In accord, iw.v with Its tams. parcol #13 Sewer :ECCn ant Page a of I I Page 9 of 11 "SANITARY SEWER E LSE"I'M N-I'" PARCEL 13-SE Raigd 24029 SOW6 fott of laud, sites ed in ft =aitadar of 17h;ek 1, FQM9 tir.;ti LM,,.eaa A. M adrfitkm to dm City of Fort Word, Tma.L ftmW, TjfM n flkd is ttotueao 39&141, Pap" 5L k 52, plat Aacoc�r afisa&er1.{7�iasly, Tend IP-XTP—T.X SM bring m pattiaa of A UM of IMW dascfAmd to deed m,LV FO&4LXVmk Mega Mr, m Ddawmn liaailad liability uomtbiZ w Pia drQ filed to TO�IIeatrar� 1f'i#!.+!' yr2l5, Deed Records of Tarrant Gump. Trxu (17AT.C.T.3., &A 6di* am puea &fy dmK 6aW by mom ant$ bwddda as follosrx CUE4W Nf'ff+Il7 N ■ FT nnil a i id fa ihawll amw of 1At 12, eta* 1, Via HLiia A lrsiseil C recyr An eddilkm w die CAty aii Cam >3 Tam Co= . Tam, n filed in Cie A, $iln'a 5m, y.Rmiw'1:, ai wt cisx tLa prnti a-d MUM ref 1dt 33 OfUM Vlmk 1, also bdM A wink%* curet of a D-cL #f 4c3 dr- Abcd ba thD dad to )wry Swu BmaTN as eeaatdW is ta_ #A Lk71aS95 . i3.1LT.C.T. mW €iaa dead to fimgaiy 3. (i@dlh ("%M XHvidcd fiMTMX as afc,3adYd lb lur=nm NP1451: 6W IA.I; T.C.T., ud else bdzg a age a .tW cl� p�ril L3c'•ak J4acis LLC, trcet, Am whM a In irk in4& rod x'itlr piastia W :savua,l''@df-Aewc lac^ kusA beau 14 "sMkIT' L, e dian af24250f , 'YMNCZ 19 S?lS'SZ' $ idwig • wKdf miy line of asild so= WA death elld altatg it w rElcaciy Han of Said C t F mB 41w6 A 6019M of LQ239 &vt to a U2 iuch ium and ev Wilk r4p B "Mil 1I4c F_24- ill4reesallct all 12 Lub i m rods sot and FMarkw the mme),and tAILPUVrtWBEGQdM %- bf Lb&lLrn-"&1%de*mbcdanctuflnd: THFMCF N Sr54'}Z" fi, cTmdrAAmK xjoo-4 Raid wuh-ify lkxs of MW Dom and 18astk and ais;ia5 fAld AwWv Ww 41 UM CF €oFL I Irma. a dbftm of MAD &A to a 1/2 Inch ima cod so TE11'+NKE mar wd =cw said Mwk 1. Pbw a nd said Cp Mail u M tbo fallowltlg ecaaa+s jnd did.�q 5 7V"Al F, h diat£ate of lS JAfa f A to a V2 bA im end tf S1V&57" 9, a Aieraace of 330,95 AM to a LJ2 lWh kM Lad s61 in a wu&wewdy liras of a Sar.ltary $Owo Eur=tea Moorded in Voiww 9055, Fagg 2351 of &c awed Dod Rownh; S 33"56'19" fi, x dbume of 20.15 feek elftg snid time of S=huy Scrosrta' Euwwp, TO 9112 kA imo and ✓:M; S 8612S'59" P, a dicta€ m of206.05 feat w a 12iab I�an and aN is the ent liar e! f ,id CP rMsil tract and the wag lies of dbe area am-wbod k vac deed m mil Cresk ftpm7 Owww Awaoiatiaxa, lot. xmomed is YWu= 13MX Page 441 of d w zaid lived Rerz sk, THMCE 3 06%F03' & alaq sad aximw ilea of tC€ FoWdl Use wd said Pyovetiy C3aaneas Aundadca ww4 a d:uanco of 25.36 f%at to a U2 iacb Rm wd set #m wtiah a 14 imh Ion rod fmad with plastic cap aoutSDod "Half atsst* irisbMM S 06 03'Or % a oaf iE.Sd feat: TUMCM am and twon said Muck 1, Pbaea 11 ad acid a rre*r to faitewfrg caffm and dicta 2M t1$6a7.9'Ob" W7 a adisAme *009,07%oL to a 112 iamb amr end M=39 8 nw 14MI Cage 10 of 11 l 3 53W57"U, a &Lamwof332.564b—:swa1/2lnpltpmi.*1 N7Sa5A,or W, a oa2fld.11 &a w 0* pwfl O! bzGMNMG ROiBai 14,77p �ts4t OF 4�� 4�S7q tf r f l 2017 1ltx+3n hM .'Ji�a, l{,P,L-' TOMRgo**0011 No. &W JSMf✓r �r 31xro5'od an fha ���trd Moy r��117 � a�1tfC� t. M,]uriitis wl Ilnai iPNal1`Yr� �� $0 RR�YYitdT�tEA�.i*sy.:a �pA :n ai 1 ware; J*44b Caall0 2010) w dorimd focaBY.Wol Wmmm c 9yeoll C4Wbi{`•rW>rmV KOMM SUMOM 47 R0d %cW 11?414CIllX( An ".wLwM I ,W%jLahiui iradw & 1 MM Tm L4w io wV4 LrU nrA"v tm and tristancm w %wftpa. . 21fYftyWTofVWOyr v7% V. L4!%w Qejhdpm 6 D, 51n#�Jc k �B tka2oo t"W f4P; Page 11 of 11 F..�, t;9s2 x 4. r x_M. i-a �� C_S 51....• ♦� o.IIanta..scwau.�sri��aeae�.-..::swn.r�-. � .aK S�.A� 1kRi t ♦ .€ram.-![rt�'�.mmldtfBNAb'i€$e('rN •` SjyA g�'. � TIM DefsE .i ago'. �ss»rer, or. sr a sa aA) i sxeM. iAS.N'A ---------- cmnnR FLY. YP. aid E I SAWW 4rym WWI ltrtiv— IV erinfsrr ma:Ws ar,+ 59 8d re, vs fr�7� j8ii +,wed, ti 3 Q 7 ip'r �'541 aaa-n�r�r. Sd rr r� v ao e AN"14 # d! A, „d- (� LYdxl u. CrRn:.> ta^¢w a.w►: + ► e^ .� sr o,''• Fs �Faes fzas� lxe xr ` FASE=P1f{ r;awr _.'�atx�'. 1 t+5�g+fe�rll�uric�l a�•v��o.erec.��so�ffa�o.r�oq� un x. wW 44 u- too A6M. b,es � tn � zw.. a ^:Ra �, �9dds-a sir -far, xeWt •n 3 t4 �y,ian li�m�y r4�, 1d€7 SSA nwrtem:'neRa1+¢7salLf�tq�aesp.i�la Fnrs9f4.A. ,� /b 7R9' diaG# .9,�C£] $R �. Page 9 of 91 0219020950 2111 01 6:11 Pia PC,5 it Fee- $50.00 Submlttac CSC EREC 4RMNO SOLUTIONS Electronically Recorded by Tarrant County Clerk inOfficial Public Records - o Mary Louise Nicholson CPN 4 01415 -Upper big FcmilCxwk i( rainugo Dz 6n lutftwpEF& Tina vavenalo;pMt9 Nmei # 13 ME SY92 Mrant Creak Dr. Blush 1, Lot 33 Fesslil Creek Phase it Addltlola, balae St"gW 81P"ary, Afzslrnc[ No 1422 MLIVRARY FAWMENT AUMO TITLE CoMpA y r' �i,91 �,. Dbveuter 26 GRMTORz CV iFOSM, CREEK ARCIS LLC GRA NTOWS �¢,, *y y � MAMING ADDRESr�S (incyludUnf 0liniy): 41351 &dB , S � E V GRANTEE: Crff OF FORIP IVOR= GRANTEE'S YM Aii iNG AIDDP Cuurity,: M TEXAS 3T, CONSIi)HR A1TO;'L• Ten Do5lm {$i(LM) m d odor pod and valuable comkkration, the rwript and sufficiency of which srs beaby acknowledged, EASEME 'Alt Htia-j7,39a stiumv fret of la,rud situnta in llim-k 1, SOUS Caeex. Mist A on addition to fti� City of laoTt Wori],'l'lxn'an# County, Tee, as filed in Volume 30.141, W� 3t & 57, Plot herds or Tarrant County, °ffom (P. R'1 ICIT.), " 1rrFaag Situated IN tit* lsauia: -.9417811p Survey, Alm--l.raa46 No. 1422, City_ or Fait Word4 Tam.[J County, Texas and Wng a poritoa of a trad of bmd ditseribed in deed to CSC Foadl Creek Ards LIA.., 4....P.-qre limited llelrliPtp cornpsanyi. oru rdlug to the pl-cral Med fn Imiruntcat ,M2 1.+l 1.7223. Skr_4 Recopttu of Tarrant County. Ttxks (d1_ .,T.C.T.) (IQILL,L ' Prop ; su,w erne Aim Wng more psMcWwrly described in ExUbi! cs s' adadiod hereto anti inconkorated horela Air all purpows. The Base e-kil is ant a bl>ani€et easment. aantor. for the considuation paid to fxrantor, lmmeby gents, bargains xW canveys unto Grotttao, its succ sofs and assigns, a ten4mratrY, exclusive moment (tom Mmmt t') in, over, and across, below and along the Easement Alva, and ire a attd egress over Gnntoes Proporty to the Eminent Area as shown on Exht`bk "X', for the limited purpose stated twin, :and subject to cite teas and condifkitM of this Temporary Constreaction Emammeut (togadtaer with ScbLdule i attachod hexao and iaacorporated Famiu for all pin es, this " "), It is furthcr agreed and understood that 0mittoo will be pctaniacd the use of mid Easement Area for the purpose of reMbOkWou of a wastewater main (ilia✓ " "). Upon the earfkr of PStrGM 96TM Page 2 of 1i (a) corapletion of coastruction of the Fwftes and its accepumce by Coantee and M June 1, X21 (the "Bpiration Bate'), hU dghU gmted hemin shaH vir4Nm mid this Agmuwat shall expirc,xd tenninale iTmedlately without finthor act by 4i in Irvizi it= shall be =Wousiblz fbr W costs of imayiiing md c oii&nwGng the Facilities, including ft cost of any surveys or iN.al dexTiptioni pmpwcd in eqnnee't-Lo r5 vrIth 66 Eamment. By letter Mpumnit dated of even date herewifli, Cyvmtor njid Omffw hNvt; agwod on plim and schedules pmaining to ft ini l coustiuction ad insiftlintigadthe r-Kilities mid related Maum. TO HAVE AND TO HOLD the sbovt�dewhbcd rkmm4. tog with, all and sin guhr, the rights and appurtenames to in anyway balarnglrriR unto Grimee, and Gramme's successors and wmigns until tbt eViration or iumumilian of this AFminent, subject to tha Pftmhed Exceptions (as deiined in Schedule I anwbA twf*w)- Grantor hftieby binds itself, and Ormor's S=Awors nd USSI&M, to warrant and defend, A[ anti-0agular, " Easement unto Ckwee. its MUCChoh-Mover lawfilay, claiming 07 to CWM laic,PWOF3 2Ad AM';ign% 593iMUL IZVCTY some, or any pan dmrof, by, 0MUKKVM -.W L Grantor. but nQfotherwisp, star t to the Pemitied Exoepfio= (SIGNATTI RUS AFKA R ONT9E , FOLLOWING PAC 91 lM ell DY (Print Nan.) -fie. opliern�. 'riffe Authorized Si &tory STATE OF COUM OF MRE INW, the ltll,iellight 4 �,�y. n Notary Ptblit in and for tbz Staty of Tvxm, on this d ovatl � earewf +�+� Oabcrrrna - p y pp _ --- T.. _ tim Authorised 9 g6ecuay of CFI Possii Creek Ards lLC, tt-Uela*am litttited ha€taility eonirmijy; known to to ba ttte same PZmn Whm nam is Mb t«ra7rdd to the bregOieg imsttwmnt, aad acknowledged to me that the samo was the act of sn id lit ad liabi4aty corm mny, ad that he(sW execatted lire &AM as tlt act 4f said limited lishilk y 6)UV.ay for the pn11a809 and Consideration therein expressed and in the capacity #bcieiaa stowd tFMRN 1,-T V 1{.ri `�± -40M SAL OF O iCE tW I(day of i`T wry Pctblic iu nn ss ;z Sta of't�aaa m =14 l Fe. ( em� M1 Nl3 TU Page 4 of I I GRANTEE. ICIRVY OF FORTWORTH ti RY(Sipmure),, (Print Mar') APPROVED AS i0 LEQAUTY Mid Nash } TWO NOWLJMGY STATEOFTEW 0 C0UNTY(1JrT.%R1R1W I 8E MPE W, ffic )mdemigned auihorky. a Nomq Public in and for th-m Stmc of Texas, on tk& day pem"Ally trivamd of the city of Fort Wcrtk known to) me to br, the sam person whose mukta h !;uk;crib� to do fomgojug imimrmat, and ackwwledged to tm that the same was the apt of the City of Fort Worth and "t hridw exomited the r L�= act of sa' jA i-- n vmt W--rh Mr t - p arnoism rongideration thmin ,a= -he expxessed and in ihe capacity themin stated. GIVEN UNDER MY HAND AND SEAL OF OFHCE this day of WK '20m 'HuWUL, N4ftdw blic io aW for of Ttxas Page 5 of 11 LP �adits `� "I'he Facilities ,hall br budW At a suilcicnt dlt4rth SA teat the tcO }f the', pblye ba at least fatty-elght !PA*S (48") below the smiace of the land within the Easement Arm aw l,t Vgwn betsch or ditch stall ba alb sad lure during construction seed Shed vAth toff] and tatup d soled upt ram*tlna; Any sinking or trMioa sE1t+i1 be promptly carr&cW by aaratoo, at its eel* east *ad erxp=% so that x&,-j5 VMN yeestirt at least €suet with (or slightly ra n d ahove) the sra=tnefing land. Any flossing of such symm.;p parted AOIC ao promptly cmwmd by Grrantcvt at its Sala C•USt JIRd OPff-5C, Oft I the tCP of sy n shall r4:nlnlr. At lonrt 49inches beneath them fare of deal land within the t„asrat Area. 1 1 Blasting of any kind at c#Datsew is suirtly ptuhitataJ ,u:ii untftr Ro circurnst,nvcs shall any dynamire or othex explaaft;o materials be used far blasting my rcclt cr after had Farxnetiulidr encountered during digging fib the systera iostallatica d=dbed herein. Grantee shalt have ft right of ingress ma. trg� y0 Rud &otm the POMMent Area txt]y fox the ffimited Pwrom des+nib*d in us Agreement. For pore"5,61 goA P�sing tk€it right of JnP= and egresv. (b•anien shall use the spidicable existing road nearest die pordonur * F.rt wjrLii Area being ac easel, but is any event vaing fire road ftM which such soda woWd reatdt in the ]fist, rgiilri,mc a and citumptie n to the Golf Cotutie• VSe (as d4st td b dow), Grantee sgrm to provide masoaaf& -)Pe< natics to Grs€ttvr of 1 Infect toe r,upari Caamtot's Ptopat2y a tit* Easement Area for any prngtap :rid p a L%I5ota with (Adnt" Or Its represendaiiWW provided, hovOever, Said notim Shall W be "41kt� ukKW•4I4%PfM cp Cim"MMOU that dtumko kttoran hca th, the eaivirwtbtattt 4N sigpihtcsnl propWY dam (.rrk og as Larantstae pWyideg ClISMOr tn9tiCO AS $oda as is practical tkaCtCrirrcd), . Grant Shall have the e*I co cTftx the Euemmt Ares of uiataiul obmvcdioas so lath &S deny ouch rabstttrrtaoa eudivg*ra sir inteaferea in lilt I)t rttic-lousy, sefeiy and b i-Wr to opwarlmt of t€ a BSesamimb provided. ho%syer, C.waum w4mDwfecIps ihu Umhtur'x Prqxny ArWM the Easement Arta cbA3x tly coritnim erartaiat existing het enema ineiodiay. widwut Undtalice, bullangs, drivewim trtea, shrs K Plants rind othcar Imdsoagtsnp, brush, and v*MAI^ "sti Otion ud "nags plpaa grid systetax concrete awl agA9j cart pad n' aaod traps, lakes and artitar water,ftwel, R019 cuurm gt1al,,r grs+ss fAh ways and germs, rftgb, tee boxes. practice tew and praGooc, mage (colw9w4y. b4 fmKW&MR any additions or mplacem"ts thwro j, the and, U%*RkWxIVP9>ntylitht ok die coitmrry Contained in d& Agnomen r, Grawee hereby (i) consents to don peat, present and fatter ccvri LaM ubje m of the Mating yenta and the use, deveiep eteaet sad eajoym tt of t arant0e$ PMVWtY n11e} tk a Eowntapt Area as a g& cetdrse Wlity or Otherwise (Conftzdvely. the " '), and (if) -nsrm to ie* at 's stale Cent and expmw, any datnagc to the FAseimmt Aron and the Existing tmprovetneata caused by GranWs Installation, ca€►stuction, operation, metatmancu , jepdr, repiactmenr, removal or age ail the Ease;anent and to restoM the snore (incht , wlthoul limitRfitus. the SoxFetce) rm US original r,mdkke (iuoludbi without limitation, re -grading, rctitatirI um and re-twding fife sut*ft bn a nearr,ds reaautwbly approvwl by Grant), except with raspw to the ftWhAtaiiatidm Lauftaptag, idflth reaprxt to any rcatuMdOR blryOiviag lortdwaping (except flit the 1'06t•Ietstalltaitra Lmds npivg) for which Umatev is x vttstble, n144 nRrees to use Or CNISC its gontt'acm to CA steely a toadwaper approved by Ounlar to the e€xteapossllsie undew. Texas law. In no event sttg I QMDW dM96 the grade of any property eneuatxtbuad by djaR&wmwL Chnatee acknowledges, and RORM that thin to the prbnary use of Ckantnr's "oay Tear W Co" uso, there to a ride of perwmal hum cc htjurry from flying golf balls and aoAag: OfeRM is Aid aroerod the Las nit u Area during bouts of operation of the golf coursa. Cunneen for its employees, aonftntoM soot other persons guessing ohs Ewmwra Arent undo ibis Agummao, hwtby agrega to assume the risk of damage and pwsotuel injury &den ACM of the ant area Ind I QVbY W4am C°uantnr Dom any and all liability relating to Glrantee';s access of the Eamunoot Area or *a vise of thu aas3 uwnt AWtx W-z2 i h cl& %IptvritlestAndatg Anything ConWned herein to the watraty, no, use of the Easamont ill be utilized or allowed in a Ummer drat Unaem mably burdens GiMIor'8 musiaing. prop ; k a utu with den improvements loca%d thereat tat the Golf Cevin-se Use or terera'a5aagbfy inconveniences Otantm, ax fm sucmasm acid a-Aps, tnetrtbcra, guecr., or invitees. Grantee shall urn 411 rMS000ble Cif" tea rrtioiIRizes di"ptaon to the an and 141U. l09401 tl ammCmill oQMuncy 4 Gunter's PLvpmy and any pTqwty located adjacent timtata. Cxu}tt 6s right to uw the Easemot. ftt'tsa ie essltahfa9, stthject 10 thb ?Mfdtttd Exc coma, hart G=W rrr,ervo-far {rattW Old its WOMM and assigag ft si at to tree, occupy and mjoy Atl at' PW of the Arco I WdoJlmirk but net ditfaw tee Um ft p(MIdILS. .kjVCWXYS. lMdseM&g, lxrigAtift =4 e991W GVMeR-i: pl,Wirllltl ihlu ttse, anry artei enjtxpM&A eiad vthef fights &Mted do TIM i 19OMauhty Luledub VMIL Ike bit Or I e rsarsttent Am by GL sate for tha fi r:ti" popom dmCdbed in this nip mtment. Caw499P &hall riot IRku rural rrnvcy any otIm Litnilgi or diwilmlAr within tits Emramt ATam to nth. & i",mtw sbA k the Eastmem Axta and ar#JI ApLnL! Lra h .:bran 94111 Of all trwd limm. and if it dies not, Cmake aam w pay GrantWir m-b omble coda or idsL3ng ug I.ther and trash on eidaw the Emment Am aP tit$jWMt latids, a N011 =Y tHJJW M ffNn CFUFVIee'% oprraiftal On bN �&vmmx Arm Granter mhad at M Aimw mWly Mth {l} all wpprVtft blom statum tulm and regaladons of any govsratmental authority it naitiq jUdW!!Cd= bldvilu F. without Brnhatioa, all ERVIMMOW looms, t9brubm, odes anti regulatims of any federal, atria or local amdtatity Atiet !fib hen lndttstry practim tviraotm at its sole "and �mpmw, thW be m4mijble fCexataing cc cimde IL tq'bs *formed all oecmwy mN Wtmm cc and r#pWr of the l ailidaa tamd edl equipment nWASWy tta .WMYLWM rtrd t"I.V ar b F Ilmc-a3 in I► goal Orate of rapair and In satisfoamy cenri thm. t±rnntm slWi trP 11) r"fldbl* for all csnata t`aiu t$ W &a desigm, laftuiia, iim-i fxtyCfiM rt AiUWttattsx, +'4PaiF. rt#trpMral, crptlr+" rO MTV' rt1ILOVA of the RaMOM mid (1)71ahle for artd %JIa11 be rcejuW to prmlKly tmluxa+u mnW rLgyt1 L"1r, injt er dL0 oo Oreatot', Prf4moy and tha use dteLa0f° W PUMIM thy, to the fMkftWn-wKinFM4410lt of GM110f, CAS by rx 14 Atay Y'Xiiiog out of %o—matae'a mrim of ilia CRWAdav flx uRk a OA" isaw Jklmmmt, UXW for the Lzu'.aoapiogi ftlur to owgrittp uptm O emor•s nuL+m1'. t7fmft Shall ommits connam Wt a s to 4OUN al dtekWIC-tw:uLdCXr--.u,.iIII>iarMWffl arlPbCMWiaa tleagbyIM,aadinany tvgmt suit cov#rRM 0—di Imclwla %) Worita•t C,:,sipei;iAian and EntlOym %ability, and 0) Camm&elal GeumlUability. Cnollm LLh all "& rMW ICe of swit sty m itrantor widida five i't! tfa�i mss Wlpf prig io entry upon C`matees j'r"Iy bat Lbu Ti'rlkue mace and sepair pxpom dmcdbod in dIis rL ,-rriumm, oalmm L: u y is jrquuvd w►3sr w7yefvKy cualOLaEmm Im which Cm gull Woof of In=amca %W! be prfm4 d as so= as is ltr drab. r The rkwmnet Lend dkrr ti" gtatatod UF is HWd by dliw AF;re%mmit t me subjaot to (i) all asmeals, ca"vt Mr Imttp14mm. Itsu, mlliml allt4m and any wW ZU MUM fA reMd dWtMg tnc Eiiemcut AM& WA 0i) any marten that a eunrm trod nai'l,tve smwy of Gratatar's PropaM would fnval as well m *try L,usuILR, ,jil4mrand F4rMr as (9311 dyoy, the " 1} "}, urld IM-tw hareby agroo to ObWA my and oft neCEGauy cmam aa'tfa apltrcr 4TStw ed Tt df.P the Pei=nLitccd EXO-79M& NoWng real lra this Aaleetml shalt N ram socd nr deerreal irl lie a conatayattcc, gM9V, i:ir:, rla4LCAt3eyn Or U-eAd a 14f dA foe [UtUOSt Iat arty pCHhbt Of CeTasttgr'S Pstapurty rK of arty ttdl, gxs Or I.Mhff ILueterai tights rel409 to g3r>raiW ot any at ikantteS "f ty; it helop tbm fate ntieat of lire partIm brat ft Easement diall he strictly UMIW to and ft the ptT pwm exWemed itI tiara Agmeomm Namithaaadirtg a nyfiving in ta Agreemm m ifit. ;wmary, in the twit the IFaeiligrt *te ditadomd Our to the Expiration Lisle, dte Weawat aril Cea Pod Ali lights horain gratted shall teriminate and nvaxt to Grantor and Cd ntoes m m=orG sad Assi s Won Gmatce cmPktins the aostim y application X00M fen° die City of iVt Wottta to vacatm the etnant, Tta (M evmA of any ostpiration or effilift `P1 trdfi*n of this A Ch,mteWs liability fcxt dot es mW tktia A$ ma t SW nve, but only to rho extent that "it liability sx damages am ambuied to CkantWs gm nnftemm t w LnaR have thorzight, without mud-m ar sous l of ChWar, to tt all my portion of i crflmr's T�Werty to a third may nat awfl A At or any pmlim of its rights hw6under avathtltrt the pda writt coat of t".rmios, which 6sttseut tha ll. not be urtr 3ombly witMelck candif;unbi ne delayed. Ail nadecs, dertamds or ndid leabtibm ter'gi imd or petvtitted to be gi%yn inm+uldxr shall be in writing seed any and all sum blot= "I ba dmAed to ha" Ita>StL My Lk; J%Wad Upon pMnnal a livery; ar a of fha wmedigwy mlowins buidmem day `a de it ftp �ovemi mh delivay with drxrai or a Amur araraight 'tom' =vim see as irl,,On'the lm-, trope of A� t. Page 7of11 If any clauw provWvu. subpa€agrapk or pm,4ppo set firth in tfil._ A yrfrr,r.:ii is illegal, invalid, or imenforMbls urn'ar present w' future sppl#caitle laws, it is thaix=64nn of Vrar.tiur a,ti Ekautett that the rorrrahti w of this Agxmmmt AWI not be aikcied thereby. 71m terms MA provisions cwtaiwA in this Agreement shall be SD�wnm 4w consomm in sici c daacc avlth the laws of the State off Texas. to sdditiint to other rights and rctuadies aw&xW to tbo putrts hjndu.,tb4 vseiatim or b acub of any camunt uwmmc tt or other tarots of tia'ts Agmntt m by eiilris IMrsY shall ift W Lr-o ctdter party the right to seek ii:, IWfiW relies from RRY avt Of a pee! jrxrisdic6i0a t4 evJnla 14 eaunpd rite CeSSAIdOn of SUCK ttirria:tiM ur breach. and to ,mk iiatnxgea d+ ePe. All remedies prevido tterearr vI Jaw and in coty shall is camnlativ. and eon -exclusive. 11h€s A9t0&V st and the exhibiis ached Weto s lady the campsloe agmemvrrt betwm the perdea �r RoomW no additional Or dlffsnt srai repramtaticn, p mia4 or agr ttent shall be b vvkg on any of that with respect to the su6jew molter hfimf, wwVt for m1w jeattnt'lyg ftme as of even data hmewilh. This Agretxaerti may not be marilfied, stgta—ad cr mendAd exert by the ir!r aa'Smw- u, of Urartto r and ttce. ibis Agri may ba sighed in countwpraris and all stwh count ix fhgi 1.� deet-rtc.] as oflgfzws and ttioding upw each sty executing anyVounmrfmtand upon rreaperd,nrb;pr,mpit�ttntutrea,a andam4ps. ']hare we uo kdrd situ.y boneSda ke. R r iarr a.'dtl in this Agmentent and no lesson ear en" ShAll tAwa say rights wmle� tills Aram t 01W ib,i C,kum* C u n kf. and tlidr rcgwcdve suc+ mma and assigns. Omntm and Grants' lava PsrtidiRikd'�a]ntly in the negodadon and € mftinq of this AVemmt if an mbigtdty or question of intent or iota+{ imilft ki 4f. this Agr cmt shall be construed as if dratted Pdy by tho Pmld s havto and .no prmimptlon ae .tiurdeu of ppmV shaft miw favoring it dlAvoring any panty by virtue of aaihuship of arty of the prrtvloom of thle 60eeutattt. Eadt party (the repots to the air that dw Repreatnting Patsy has iitl) pmw and authnaity to exemla, ddirtl atrdpse kcm IN s Agmamul; that the iadlvldiW Muting iWs meant on halals of 'he Rrpresenting :Paty is holly c. 4► wwod and autikorized to do sus and that this Agertttest oonstilates a vaUd and lepHy binding abligatim Wyk $4pgesmotiag Paztp attfug=ble against the !%resentiog Party in ass dance v4tb its mung. UMMAJ�VUER €9F PACE Off ENTIONAi<.LY BLANK] lPumi ii13 Ta Page 8 of 11 i.rr�liiz 1w, �ti�aErnE � tad. r 3 Page 9 of 11 X=T "A" JUSEMIr:T' PARCEL.13 - TCE Uny 17,393 sqvmu teai of lend, aEu=4 Inn perlim aUm r4="p et IMry V 1, $serail C-*Phan+ C apt Whimm to fire City of IF08 woddh. 7'.irmk Gobru.r. Tm% as filed k Vokm 380-141.P&M31 1;c57,PktRccov sof im4d r,r.nlf,Yew.(vrRTCT.),aI,* Wag ,r,i,.rn i in #Ian ham SfW 3ruwaq, AbsaW,r No. 1423% Cirp of NO Wosh, TmAm C.attoty, Tom WA befog a poesloa of a tw orh o &,MMn 14 in, dc+x11v CP Fina cxwk Amist .C,allalawma[WftedWbilityrampaaay,WjHM1IuoApr,]in dta9ufariisLvbunwbl M214217225, Dftd Records of'1'etmd Coy . 'lu-s fi13-Wi:C'-T,1- east bdua mom patviaalstly dcwn-iasd by sand bnuhdc:ro foflawc COMMY. CL' u at a 1fd imb from red With l6WDArp m%Wum IUVAafoo be. famd in an esm Uw of said C F Po rail Creek Alvim UkA a1 Ib n.dlr+iit ql aftu of Lai 1, Mock IR. F-L Wear A,dditfmu, an addition to t a CP MYRri Wor%6 T'arfstm Cmdy. Tmm as filed tax C&b'M .A. ,Sdda 3099. F; T..0 -d"an mrm ire iy nm&wmi omumr of a. s of land daotbW in dacd to tWA � t'fopo rp &masers Auxistlor, Inc., a v ft to the deed ram t*4 is Jbmo UWk NZit "I. D.R.T.C,T., from which a U2 i"m tmd iswmd with vmeoJ r Cap 4 Eke samh baofaald Fast 1, else bft in do , nett L'me of saiai Fosell C 1� y arm Amrviatfrrt beau $9'4249" P, a d6ftmt of 56.11 W; our{ *N* A 112 inch ima tad wM plamie mip A=pzd "Half Asm fe. fonast la ar: ma frDe b f M4 ET FOP4 C W* Ards hVO4 also being is On w6w amo of said F C rrrk.ftupur + Cwnrn Asdciatlon t, hmm S O&W44" % s sltrrAmao of a3n.aa fife: T VIt 3�08°34'44' W% "en e-m lint af!atdCF Naef1 c3eek Arvk fit, mad alan; rho wast Vne of said F ub f;i+•ak ?nTp ny O*mmm Asiodat an vast, a direr of "75 facet,nW(mim 1'fidl'fi'11pnE(-.EQAMIofdm!,oeimftmfe'improo!Lailfi1iir+4 THWC1K S 4a*1D'AO' Ve. cooftulal AM ma eas3 firA ormid Cy Fond Cm* AMO W-, and nt'?sea do avr.0 Pba of said FOWI [knelt Fhmpa.iy Qwimm Aa anmu asr.*mil K-tdwtononhIL" ufaaulF&.ticdcrofHkCk1,Pecant Soso IL and Oaffiduum hk a11, a &U= of 271.63 feat to a 112 1nA iwn tad with ply vay sS c.l "Ha€f Am" fns:" fount In said fine; TIRENCE It Wc'Js'k,r & conflau ag Wm CW mmm said ren A4. of 131ook 1, Foaaal Chic. Fh m i1, atlomg an aaat Rw of said CIF NP.W L4e& Arcio tract, and slang ft wet rme of maid FmH C mk Properly Cwu!+aces mck a die#eiica of 19.16 feet to a 112 inch non and Act vrfib =P yeti "1'NF INC Ali° . 11 tko gtdh lino of a pr,oposod aitmy Seca eta% THIONCE tnvfuS =id lim user cud =mm said CF Fosaal C.Y Ards tames. the foflom'ing command dim N 9b'23'S9" W, emd6ts.i®s over and rzmm raid rmsWdw of Block 1, Fong Creek Plum R alms flee heath lim of said pm mlod Samitm sower FASMOCK a dial ,*M 28 fxt; Ai 06'W'00" W. naffs uWg over mW amm .raid mmqjuft of Slack 1, Foam E'Yask, P" =11, adWSWOON8.34 feet; N%13W4V13,UalbotWSavimandammssaid muminder of Black 1,FBIChr.1, Phase M peaft ova afu4 across th0 nwh lino of acid taaorhWa of Hhxlt I ant omtimtiq in all a d4 mmOa of278.35 N 12aQ' Or W. a albame of 10349 feat N 37121'SC W. a diataaaoe ofS173 Are 3Ysws teta FM 14342 97nV3U"W, gi,lae 4f163.35i 5 d9 '01 W, a dliumw,01S.96 Act; ti 5 1 L�53'4rP W. it &Mance of 155.72 fM is alrs anuke y 16e elik t odwang SRE�,Wy Sewer Eawnew, m mll d jo vuh ueo M5. PM!A 1.15IswA+Fa s N 33®Si vy- Wf 'Im th, hr H ®f ,.L- S.4t r IGr�er � S 60211r , o4wWmios alr III* pl, mid switgffy Sager Taa �f 13.93 PCs; a 3d 1 °S3'411" i� a �11�Ip41 Of 161,Ufl fiopl� N 49*$3'44" r a d[A=Mge 6f9&13 fc*4 Ad 3 °3b`3r1 �Aamwo of i 76J41 % 3 57'M ° ' r_ W4 fear, S12'07'W9. Sdiml�ILL 11Tti yx 5 to PNMW 4jiP OKANMNGmod. :r:rtI4R&-a7,331aWTVfbMOVAL lIrtiWmf[mxul i + 1 � y } —PAIN #1 Ira fs Regiak*W #1 r . Suiym� on kha prpfatid ��,1�, �Gt7 f 1- 11 erArypk It hnft arartull 1 mWw Wd firth J fib i ", ' p4 fTdrAd t 9 [tk4l hV0 (2011) �t E$f � yvwmd W2dy iaaml � M%t*M Out or+bir'"a Cal WY S*.,r q Rdim.r� * rffrii7�4 IiAAM5 rk E1ea131ma 1 ruffle c 1rrnq re.. INI mA. AA Rvn � COM1Lk.-OM f 01 WaS MQd try WroM CHU Mirekaaft Md dlelwWw 1a ■udwo Z..4pMn perO4sr1154t1tNDy: a. UNW rleediyhaa�i, _ AM2M Frw 1410 -- roc t, Of tit 1 L sosasae ,r.,s ,a Ksax�'�awr mae' � tl SCALE 1"-10{}' . I L j Ea rxb'mba'w tea^ t5 atroi-" law s+t , �J G• 03340'a:Are 4'11 • y ' ,a r,arsa ram [ c $10 �'�;A# �+ xa ttf Fd Lt 1 L12 .. �ta'ETF„f2.6 ma tell., r'!tw t AB T z,t'� �'ci k t d' 4?pw amr"sw. .rr.�.RAdiL'RF dte v r1kA_-"li .+I •,iFB1,(Pj'K s449r ; �g fe,7r3a,7g � .� � iCrAdYPti[tt fdj -. �: 8R8.GF. WTL,ran Gr assraxr} �S ?uW C a at.as' r,�,,, � VM \:""" 7§.a art xt 52 sr,xr MIsewl I i��r J \ �� ! V dN„ti t t rn+�r+bnai��#r:� ��F�xsS ®�� ) - R f r ."'�✓ CF 7Ltt�, fRdsC A4d"tri LLC, / f1eEnRxa L'n ---o' rornpmq $R.T.C.7.�t# Os-e3 MAWW or wx. l , 42 ram' r r F-U-0.. rialaa$F•.ahsaAxem+ager*,Aea,e+.n�fa�.r... � � � \� �t[+r+ rr ,ems R✓ia'J. tsr,ivt . si [,t,u / J� adw] .i ,fiat wiz No 6rew•,e � �A9 } ,74 i 6traPWV.f_,j a NA '9 NNW" ¢ „i4i lfF"1 F111 / \1 ,�f#i2+�e[-��...0 ►Varrno[ytY�i�r,Nro.es / � i3fe ei�eili�$ Gs f 29Jkd nix hr�p+ Wx�a%las�a�s+ann �[ A sux #law L'�A V 112 4 ; \ e 3r i1L' *3 Lt&a'alv«[, iris ..wpv. ✓ i•''t s' am PARCEL 13-TCF, TMON iKERON X sts. R.i*.L ••�•_�••-•••�•e,�,� ,9arP3a;7�e 5'Y�7 iF%AS r two, n7 - RM a .,.. D Fen �lrrrdi, r Canr �5Mr _ pto i,aa er y of ek' a, r t Ca P�.;. is 211t7 ..... �,, a ,1,eaiu�.e��c e mw i3, 2017 �ta[d >FUR 1 We �Tum"cvCoi3'.TiR, wtrrne. s1 S2Ss# Ftwrtl4Go..'so.log tn Ca l..•. etp.9�s.sMP � 017=2tr6arx -W No. 07W t4j42 P.I MDIU44W14R ls,WN&N rua. tMI640 SAW J OF T . Page 1 of 7 13218060736 31 noia 3:41 pm PG& 7 Fee: $40.00 Submitkr. SpNPL1FILE Electronically Recorded by Tarrant County Clerk in 0171clal Public Records Mary Louise Garcia CP H IF 02616 - UPPsr Big F05811 Cfeek Drainage Basin Intarcep htkp(ovU„ir nM Parcel # 14 SE; S901 N. Reach St Block 1, Foasil Croolt Phase 11 Addition STATE OF TEXAS KN01V ALL hiFM iff TH COUNTY 019 TARRANT � �3 CITY OF FORT WtOM - AJ 5%9 eS't PEMANENT SEVMRFACILMYEA8@5lOM DATE: 20, 2017 GRANTOR: FOSSIL CREEK AS Qr; IQ' INC. GRANTOWS MAILING A©DA,� �45'411ng County): 4610 KELLER PARKWAY KELLER, T`ARRAHI� 0914TY, TX T6248 f GRANTEE: CITY OF FORT GRANTEE'S MAIL -SS (inclining County), 200 TEXA:F- FGR'3r~ RT TARRANT COUNTY, TX 761GZ CONS IDERXnON: Ten Dotlars ($10.O0) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: SOIng 12,20 square feet of land, slivalmd 10 the rerrrilnder of Block 1, Fossil Creek, Plreea 11, an a#dlilan to the City of Fort Worth, Ta€rrbnt County, Texas, as tiled in Volume 3$3-141, Pages 61 & 52, Plat Records of Tarrant CourAy, Taxes (R.A.T.C.T.), and being a Portion of a tract of land demo Dod in doed to Fossil Cievit Property Ownars Associat4nn, Inc.. x Texas atO"ralit corpare#lcn, according to Ella deed recorded In Volume 13022, Page 441, dead fiecards of Tarrant County, Vexes (0.�tT.C.T.); and being more p3attlioularly described by ahltdt "A" PERMAYEW SEYWR FAC€LFrY i?AS£WWr tier. 0111e117 'ter` Grantor, for the consideration paid to Grantor and other gmm;F uaivable consideration, hereby grants, sells, and conveys to Grantee, its suoro aTill issigns, an exc4usive, Perpetual easement for the construction, radon, inalnl gnce� �ra�rh cement, upgrade, and repair of a Permanent Sewer Line Facility, hareailter m= as 'Facility. The Facility Includes all Incidental underground and aWwagr, VNIhments. equipment and appurtenances, Including, but not linlited to manholes. rrhi:r)' veins, lateral line connections, idpeiines, junction boxes in, upon, cinder and -4CFr "8 �„r�= of the Property and more fully described In Exhibit A" attached hereto and ii�-' r €J herein for all l' oifnent purposes, together whit fe right and privilege at any rindea� enter Property, or any part thereof, for the purpose of constructing, operating, mrilntr acing, upgrading, and repairing ssafd Facility. In no event shall Grantor (1) use the Property��-l onner which interferes in any mat lal stay or is inconsistent wilh the rights ffuntDd l�or (11) erect or permit to be erected within the easernt property a permanent s rd Jr b+riidirac, including, l.ri not 'P4mlfest to, monument sign, prole sign, Mili;ao� v, "ak qr f��,arrry fences or wails or other structures that require a building permit. However, r:ax+u i"$hall he permitted to Install and maintain a concrete, asphalt or gravel axivewry r, Ar pari;rng lot acrress the Easement Property. Grantee shall a obligated W i�fivr,L ",if. rfaa of the Prop" at Grantees sole cost and expense, un:iuding the reatcrrrtl E 4A swalks, driveways, or similar surface improvements berated upon or adjacent to � +�rnt Tract which may have bean removed, relocated, altered, damaged, or of the Grantee`s use of the easement granted heraarrder. Provided, i,owe -Hirst tirantee shall not be cbtigaied to restore or replace irrigation systems or other Iri im&Ygrms installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO Wit 0-1t9 Zowe•fle9cotaed easement, together Wth all and singular the rights and oppurienanf" lherr?.03 In anyway belonging onto Grantee, and Grantees successors and assigns ltlre nl> ' ntor does hereby bind itself and its successor a0f :asaigris to warrant and iazaver rbR4d all and singular the easement rants Grantee, its successor and assigns, Ugeln. very p7n whomsoever iawfuiiy claiming or to cruim the some, or any pars thereof. When the context requires, singular nouns and pronouns include the plural. [5lr,MAT91RF9 APPEAR ON THE FOLLOWING FASE] PERPe4 NOU Seri PACILrfy Sk$MENr RW 41MV€7 Pane 3 of y GRANTOR. FOSSIL CRC- F:I( ASSOCIATION, INC. ALM . r GRANTE : C co urlli (Prir�Naa Title AR AS TO FORM ANR LEGALITY THE STATE OFTEXAS ACKKOWEMiGHIM i BFI;��ORZt W' tip 0mi authority, a Notmy Public in and for the State of Texas on this day personri} pcajed 44 _y1!1 known to me to be (he same on whose name is subscribed tone foregoixng ' ent� and ackmowledgtd to me aw tine same was the act of � and that he/she executed the same as the act of said r t+ . the gmposes and considcxtion therein expressed and in the capacity therein stated. GRMN UNDER MY HAND AND SEAL OF OFFICE this � day of ..................... ............. 2© i'7 A�6Kt1. 241i y' No blia in 'a-n& r e State `axes PERMANEW SMERPA01MYEASEMW Rl". 0110W 129_;-rf Page 4 of 7 C LFUGE NT STATE OF TEXAS � COUNTY OF TARRANT BEFORE ME. the undersigned authority. !a 4 aitrlit in rtd for the State of 1exas, ra titi € day personally PC�ati�1E'� it ,-f-tN.Md a of the City of J~aRi 1EIy *wn to site t-s be the game rso� whose narne is.Abscribbd to the foregoing 4n9 ruma , a,rd a(*rtawledged to me that the same was the act Of th8 City of Fort Worth and Ih she executed the some as the act of the City of Fort Worth for ft purposes and Lmrinldaralkkir-lWolri express and in the rapacity then stated. GIVEN UNDER MJ TfAND AN& t_.. FFICE this � � day of � I f � ,fF/per �`� •- ��.���g ry Public in and for the Mate of xa� -� luq- PERMMENT $SWA FACIL Y EASEAVAT Rev. QUIS117 F -% Page 5 of 7 urn P,L j4-,ss fi ld tglutafattoflate elt+astarlaetlea, aFf FwIIcr,"kVrAM ff. an mJ4l$ a W ties City of Port Vint, T CUM4. rasa � k vnizOa 3d8-141, i 91 lh 57, FW Rac otds of Mu m 'a1nrtir, (Mr.�T) sod balag a pOzt[on of a trams of Ind dsscribeet lu dxtl to PI ti Cc& t7ntrrn lsoom Ids., a Tatma amnnatYt aaxpOn eaeOtelnngtatl�4 d8d Voiwara 130.Iege 441, Geed Ie tcOarl, AP Tascaut C-1 , Iux— (i3.1tsT. `� , ' ■ad being wma pudealsdp by MOL-8 VA boumb as IbUowst *z, H6Ci]i�iG7o .� n i�l ine6 imn,sxldtrIlse of sld Hlsek I FOagll C ock add eY "Vjj flub vi w. i mah Oftat, at tw atsd4l st OMM? Afdd f bQwmu hnwl, dv being te Ckmk un a"HOR to ft aw Of F-mi�t iY*04 0ccor .gto tba platy .ifda 111.054 I JL-F.C-T, At= vAnsN a wd Walk �Id �7VIUFAtr W Illi", & W d In ilia R-O-W i oaf K BB&rh 34e64 ap addidOa #e fbAher<Ilr A I- .•Ar49Qw*Itrti-4i1 - x ' ""all tko* Pavgyi 6ataho being te Coll' ia. vrwtAdd(pp, il0 =p the pint filed in CiblaA. a& 3099, pi&T.Ci,'Q�csxePl4g?' t�] '1 U71WA cP'i6T.(S00%. TiMCS 9 85®34'4Acr, I II� ►.Mb lee of acrid I%SW Cieok l'mfsatty f WAM tract sad Me nca* ilea AP,ap ehj a.p�dae oft Ot3} efaatd BMck I, i� Fatlraaga'oP raw if crWba% a Krdthd WL&ci ro a. *3 kWh itt+n red tit wizl, cep i4lY Etta tf (Aetalasi,BraK calls Ina aao "star -d tilt mw)s fxam whlcb a La unit itmn rod wA' cap PM " Of,u+m Iu'.I'', faimd as ■o aaIIq fain, m a■ilk I;Wk 1, boan, 5 8.5W54" IN, a drop MS (kit fCE43V +hduallki4nli+'.aelFk]' "ttyOM�npyHandWi101ouil.Fossil Ctcakytha letffo ■olddhuodq ,adlasoeof84.09%sdtoa5A w hinnFadaek � :d il&°29 ' Pf. a dausaO.cts o4 �53.23 � a 5Id Inch Ftae >� tnt id the twott Ilda AA ■■Id F ill Cizek FMpeAy Owmn uv§d andthisQmg time of a taaot of land .I. '' is dead to CF Full C AaeL91,C.C, a Tau sea -profit ampotatfor, =OGn,tnR to the dead AM in keju neat AD214217275, I)RT.0 T %which a II2 imh kon tad wA Eap Amulmd 'Re fCAs= The, fowd at as aegla paint in aaldasmxnaullealraffisS06,05,08^B adwaweaaf28S6 IBMCRr1 OM'08" W. s10og and common Uu%x dassacc of2336 to a5f8 Such hm cod aoi la the aou* Ewa of a 20 Ib" Vida SWAW Wmar au,=Mrk svMMed in Volume 7055, lags 2371, DJ.R.T.C.T.; from acrid pojM a D2 iaah hvn twd wffh cap sn °t&ff Asaaa Die, f4un9 at an angle pOlat is mid wRr MM Hu. beam rI a6�a5rpg^ tv, a � of I9.19 Pete; TSXNCE along said ftmawt evot ad acncas mid P035R Ora* &Opt ty- Ownota and add Mock 1. Perak t .tba tad diaieF,a 3 65. V59" X adiataatae of322.06%alto a 5M hm rod eat: S Sr43'38' 11. a d omao£64.11 factto a M is I= tcd me, rwo lots iiwI4w Page 8 of 7 8 76 3i I. a &tMce of $7.32 SW to s 514 b& d o Q i� tbo eas9 iioo of -fd Block 1, Fossil eg"& aid 1ho ,i,c R10OW 16N.. h � is S , }1�ta which a 818 d ssilEi cap dUelprdt d aC € most �slrlllC,78! G �P'&aid $¢39� �[�g4; �1Y L7 il�ci< Ula bei�d txulgR -Jft d COMW Of 'meld LA t, . e af7Sl.39f�o3; S Gd°19 31 Ti, daps RM+a«nn ■ .Hmtru OF i7G1[F}ff{ooyiew�llohn i #4d�.pwri� ULW � ;MMMOfhM . �Llel— TOM Myf 311roexed d7 itsn jw�mA I'll- � 1's a ! 0&"qe rr rmM %h Rkwh r&&ti 2MR; IItltlYMk. AA wk.= �• wr�sFA $_ $1 ENO 10a8 i�kal Mruli furl OMM (COFM tia Fted'Um rci flo Lur of 1.00612 was s;vE to amW qM t#td •1 0T7 FdW)430 Page 7 of 7 ' Page 1 of Y -- 0218026819 21OJ2013 2:11 PM PGS 7 Fee: s40.00 subminer: XEROX COMMERCIALS01-1.111 iNS Eiectrranical€y 13,10rde:d by Tarrant County Clerk in Gi('Icial Public ReG arda t Mary Louise Garcia CPN # 02515 - Upper Uig Fossil Greek Drainage Basin Intarcapbsr Irnptovomon#a Parcel R 14 WE a 5901 N. Beach St Block 1, Fossil Creek Phase it Addit on e CITY OF FORT W T.w � TEMPORARYCONS'TRt E ENT M GRANTOR. FOSSIL CREEK ASSOCIATi GRANT€ KS MAILING ADDRESS (if 141 irin-. i) c ounty): 4670 KELLER P'Aif"ALY } K LLER, TARRAqTCJ)UNTT, TX 76248 GRANTEE. CITY OF FORT WOWH f GMNTEE'S MAILING AC�Irrclud;r•. County): 200 TEXAS FORT WOR RANT COUNTY, TX 76102 CQN&DERATbOM Ten- Dollars ($%00) and other goo( receipt and suffi cOwy oj- Mch Is hereby acknowledged. and valuable consideration, the PROPER'M, Being 5,065 squares fiat of land In two pares, situated In a remainsiar at Block 1, Fossil Creek, Phase ii, an adtlllrorr to the City of port 9iWorth, Tarrant County, Texas, as filed in Volume 388-141, Pallas 51 & 52, Plat Racorlds of Tarrant County, Texas (P.R.T.C.T.), and taxing a porfion of a tract of land described in dead to Fossil Greek Property Owners Association, Inc., a Texas non-profit corporation, according to the dead recorded In Volume 13022, Page 441, Deed Records of Tarrant County, Texas (D.R.T.C.T.); and being marry particularly described by Grantor, for the consideration paid to Grantor, 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, in accordance whit the legal description herato affa I�ed as Exhibit .A", and ingress and agress over Grantor's property to the easement as shown an Exhibit'13 . It is further agreed and understood that Grantee will be porrnitted the use of said Easement Property for the purpose of rerhabifftation of a wastewater wain. Upon completion of 7 mpowy Cneam l� fxast= at 0140017 RTwo ' Page 2 of 7 improvements and its acceptance by Grantee, all rights granted v4li I, the described Temporary Constrtfdon Easement shall cease. TO HAVE AND TO HOLD the above deecrlhe -dts;Iroperty, together with, all and singular. a rights and appurtenances Thor In ay belonging ntc€ Gr nEea, and Grantee`% successors and assigns until the c ple(w' �f construction and acceptance by Grantee, Grantor hereby bind themselves, ihair tr essors, and assigns, to warrant and defend, all l;nd singular, said easement unt*; Grantee, +!s successors and assigns, against every person whomsr)aver lawfully claiming or to {; Ile same, or any part thereof. ISIGNATURF ; AYF FOLLOWING PAGE) I � ' 4 r_ ..................... ` Page 3 oft 1 GRANTOR: FOSSIL CREEK ASSOCIATION, INC. \ GRANTEE: 0 S7f Fart Nattti .,_ .. .. _ ._. (Print 4 i a eii+• Title AP(P�C� AS TO RM AND ALITY Jna43ir4 Nt"jp, A, t City navarn ey ACKNO L DGEMONT STAVE OF TEXAS COUNTY OF i1[ AN) BEFORE ME, the undersigned auth rity, a Notary Public in and for the State of Texas, on this day personally appeared R(tt-Kknown to n1e to be the same person whose nameb c Is su'be to thaYfrto ing Instrument, and acknowledged to me that the same was the act of d-? and that he/she executed the same as the act of said for the purposes and consideration therein expressed and h the capacity therein stated. GIVEN UNDER MY HAND ARID SEAL OF OFFICE this ' - day of . 20-7 d'1= VIC10 SWUM I,ipC4te0efkn Iigi ft ZN PU411cli itad Ike Staff exas ttC[p1H! z�, 2ote Ttiwray Cwrsh�ra� 8a Ct ouianon �t1tf it Page 4 of 7 6-9hN--QW L E 0 G E N C. NT STATE ROF TEXAS COUINTYOFTLARRANT SIFFORE ME, the undersigned u Ll O'Notqilf'- blic in and for the �41,ke of Texaa, this day pemonally L; P�lb.l f.q. N-11 f the City of Frj"i�a�- be the s . aroe person whose nama-ks 13 u2siiAa MthZ for& '4:)lPi-,r ;ririlnsrn�iat, and acknowledged to me that the same was the act of the City of Fort Worth and I tlik'' executed ft same RG the act of the City of Fort Worth for the purposes end ,;ujialderriu�l i fftzvpin expressed and In the capacity therein GIVEN UNDER MY HAND AN;l +'"L VaFFICE this day of 2LJ. t PCSa it and lar Ime %ite w T xes MARA 8, UNCHEZ 400- EOWOMrAw 1% 2921 tw Page 6of7 "TEPOOR"Y CONSTRUCUON RA& T Bolag 5,09 sgmm fat of Isud in imm Pff t , s[kLcla�la ■ of-Bioc& 1, FhSw 4t, Piz" IL as additiaa to the CRY ofvmt W�+itrilr. TuaNt iir.mir, T9xaa, as fik4 in Voluma 390-1411 PWu S1 A 54 111aRecogAm+ 9'9�--Xm '. Timaa Q� ILT.C.T). bsimg a partlatt of a mm of land dwodbad id C'+cra Fwp" Owamca AmWadm. Tma• a Tort noupw& cati�lqo Cho diod xsaaaded W -901 me 13022, page 441, DEW R=uA aP'isrm Q3.R,T.0 X); awd boiag more pzx9mJrdydwmImd by mstait and v,ds to folhts-Ar "11 p- �'- Cfl GiTYG u a 1P� l emu tad �.raf'9fslif Asaw Lau" ford in the east €ins wf° a ad Bleak 1, Fassii:.Y)gyc � i0FJK-a If Way LYL Ck1V) lime of W.13mh S at den sot 4t CAu. ti K cloak ptopaty C7warsa trsof, aIsa haI9g9ite ofLaC4"'�{n 7wa€nin.tlrufElaslsrahkanaaiditkgtta the C€ty afFart itP174 it� IA JQ CGhim# A, Mika 11055, P.Ii.T.CT., C r wch a 112 lrrah ltu T°.° i m1p.5 '14M iLwm W. P.wd in the west PsA-tilt liars of said N. i eYt oorlbcW aw�rt of,tcW Fosaii Creek Paapar�' owffm9r fndCk elan br3tt€� f avad¢ut COW Ili W 1, Bleak at, itL Wed Addidon, an add4M at' L 9lrepl, accardrmg tw rho plat JBed m Caelurw# A, Suds 3049, PILT.C-1 '] 1" W, a distoo ma af7&7.03 feet, IIWCB 9 85°34'S4° R 9941h Untt afaaid 1rM€3 faX* Apt pWW ®WD. Una aad the ntafty line Sr 1 a pardon CEW 39 of maitd Black 1, The P luhvraga of Posatl Cewdy a dial of 14et la a 518 tech imm rod AM with +gyp alampad "m to P,a rl fie tbo %t) i] wft€r, hcmbmfiw &,saar'had ttadof land, T *I(E, 9 Apr ceatixsttiag e€aag the MU& lino of said Faaltti tkack vrapsriy Dwum tr , Lie UM RMN dmJd))kA L, 1110 Fokwwym of oan Cwakt a dkRoom of 03.87c t lB bmkk na wdwith sag —ped' i1TAom Imo", hued start angle p,- W L k i, hoes S ea'34'S 1 W a dietasea of 63 28 ibat T4F'fr.'Kiwe-1 hmmsaid 1'onUCmk.Froperty1?alnwbud aidaddmuek1,Pow Cia'11i0►iF�l LAmunNaY.11dzmmor N 29'2 vor a a dbtmw of 56.27 fea to Its -south lima of a ptopmad arulterp Sawa aaaammm, S 574518" 13� skint; said px,,gms Yl c&wwaKw, a d€sto=o oP TU.39 tad to rise PORM Or BEGA11tVtP[d+ and cizinaWmg 1,962 tgwm feet or 0.045 of as seta of 1sod. Fart 2 Cilt4tMNOWG At a.112 ittah k- wd with cag atamped'iSal Asa as Ton Fuoad hi ibe cast Ilan of said Black 1, Fn"ff C,tsik Arid 66 west Rfo&or Way (R-O-W) lieu of X. RoWh mat, at dta mthcW ostm of mid FasA €heir Pfopeqr 0wnm treat, daa Wag tha nhathrast mm of W AU, $lock 1, The Fthwwp of Fowfl Ca * art addifi m to The City of Fm Wfw� according w tiro prat filed in Miner A, gilds 11055, P ILT.r—T, &tin whick a 02 omb fmm tud yids cap surivcd "1WffAYaoa %etc", foetid In the Want R•�QI tiara of tffiid N 1$e°aa6 Street, at t}e3 � aueaer of ar9d it94ai1 Pmgcafy ebt rs UW4 also being die twat mtWy aoatbeaat eatm of let 1, Bln* 1R, R.L. Wmt AddWm an siddEff m to the Cgy of Ful Worib, licowding to tha pas find iri Cam A, Slide3099. P.FL.TQT„ be=N Wo1911^ Wl, a 41ffwmof767.03 TB3WCCH N Ur199P W, sung cad Hilm of said Bleak 1, Feaail Crook and thn wtA P,04line of arid N. Hesah ShoA, a dislmrea of 15.6d fKat to a SAI UwA here rod act wA cap stomped ' I23P Iw BImV' aII 518 imh kim ro& wt we mmhd dLo Suet lam l'1 w 1042 fi� Page G of 7 sn o), at tim aauvl aaAftiy noranaaf qxw o a�oJ7R �Bd CJpm w� Hd fat dm POYM OF liXG—L UNL: u r Llim er r■rG4 dac�h4$ Ovla[ 1 TOWN over and mun Ladd Fo%Q %"nbk Fmpyq it a ' uld thIpok H. PaaAu1 c the 1b11 raaaaau MW dla� 4m, �i' 74�3P35" w, n d IL-aw ai S7 P# hd IDtau-2rr N S�a45'S9" W, Obhad wjjI Wpated S4.11 fwtto a 5/9 iL%m zo-1 aat :11 Ihn r,a1L& h" al s &C4 .maiwy qv $ d6"1ffi S9"" ruau-q nnin aaa a A!D fd4 to dtB 1seg3 iiag of a carve to dte elµf� ate rad1 390-40 90t Bad wises long aiamd beam 512,0P3.4"i? aLid LLzmuF3R.9l filana #.id rrrmraw +In! *4ad aair4jr:�, -4 Y acutlan, &map a DF*d a le of € Mfl'54", as h: IMLNffig 'm ft can Haz of aldd Bkmk i, Pase11 email. sod wArt r-d ". Roma sttrek, fivm which a lib koh lm and will 00 �j7�"..*=W at des Morib," s� mcz of said PC ma C Tr�fX tJ m baluR the ftw catttttdy sOftett comer of" I-at1,llldok,, Wfflgll"W.adWmaoi71t}x,5ft TEER114M S QW19'14 � a [inn. a disEaszeo of 43.14 f� a a� the �f9 C Cif 7iPfiiQii 11F{i'. aed am Avt ar Q,071®Pan gem off. AlttB 3, M7 1 iwda'AC 1t,H.F m. n 'rB1nu 4j1rApA GclNepnd a�a 7111 e�1p 991 zai7 7 t. B of M heman nafxir as WA NaM of the T Cwtdinda Systam of 1 1 .0 f e; N DP3 (20M E-pod7 2010) as da4vad lacir& ffm iOs*m 13ata ay Opp Weranud swung =Rs) on r1:1 TIMB to a (Rm rro-aXP.ada. ,+r PEP COlnbtasuOa Fact' Of LOGNZ wag umd to =6 add and de wife q. 2.3nhagrAp"offf aamep e Load 1 =Cgp*m d. ascot, skmat'" YAM 1430 Pugs T of i 4 F f _......... I Page 1 of 12 D21OG20951 2012019 3:tt Pri POS 12 F : S60.00 Submitter: CSC URt COVI ott,Ea SOLUTIONS ElectranIcally Recorded by Tarrant County Clerkin Official Public Records Mary Louise Nicholson CVN 8 0515 - TTppiwfsig Fo sil Cash Douinnge Basin 1ntA- ptahr rutplovemeh�ta Paavel # wrar 41.11 Shores Coat! Bloc 1, Lot F1 WeLril Crook ft shu rr. Aildition. L j r -'V0 'l�Il:tAl�Ct'iITR I DAM Ul �0 GR1i'+l'i'Olt.: Cl; lUSM, C=K ARCIS 1LLC GRANTOR'S MAiL,i G ADDRESS (jr.?clt%Uq cj> rnCY). 4$51 "1 lam, su D DA-r.iM C eTjN7VpTX75244 C ANTE& MY OF 101t'l'W4)M-1i GRANTEWS MAHING AI DUSS (iocltr wind County): Its W-7 RS S '. 2 V O'RTLI.'LRktA!�FI' Cf)UN Y,'I'X 761FI7 i CONSTDERATION.' Tea D01tve (�] U,W) atrsl anther goad and valuable consid ratio% tbie receipt ffA sufficiency of whicb are tsm�rby acknowledg0d. EASEMENTAREA, Mug 11,921 squam Peet of iatnd ;;, two (2) party, aitimted in Block 1, Fostil C lt, PhAvc 11, im xddi lon la the City, of F*rt *r46 Tact ui Ceti o 'icau- as Ord W Yo tl�r �88-14j, Pages 51 & S2, Plat Hems of '1'srnkitt Co"ty, yex= (P,R.T.C.T), and be n Faction of a tract of bud &w6hvu in deed to CF Fa.0 E Creelk A Mi LLC, a Otto wain [iradted ll :: ill company, acwrmug to anti? clad Wed in InstnuRF.Int #iD21d11722,9, fi [Tccvralq of Tar-rAnt Cunrily, Texa (Il,rt..T.C.T) eVeanto,'n EMR-e-rtf'), such Easement ,aura being vVir, , pasrtticulatiy desffibei In Pssla"Tri# gV* uttach"! hereto sad inc ponted herdn for all pnrpaeo. The Mmm6nt is Itaf a b1linhut riiuot„ Grutmr, for the considcratiou paid to Grantor, bomby grants, bargains and wo" unto Grantm its successots and assIM a tettVOrasy, exclusive cawttarmt (the 'Ex titer") in, over, and actosss, below and along the intent Area, and ingress and egress over taraaaloes propftly to the Basement Area as shown. on Exhibit "Ai', for the limited purpose .stated la in, and subject to the tuns and conditions of ft TeuVorary Construction Easement (tvged," with Schedule I attached hereto and gated hemm for all purposes, this " toe t"). It is blither agrwd and understood that Gr=Be will be permitted the use of said F41$exotilt, Am for the p+ttpvse of relhe,lolliei I Con Of a W&OeWSter girt. (the faei it'e "). Upon the earlier ©f (A) conTletinn of c€rnstwction of the Facilities and its acceptance by Grantee and (b) .lurk 1, Parrxt #01)a Page 2 of 12 2021 (*a all sights granted hemin nhnil crAnk and this AgMinent SW expire and terminate immediately without further ut by i4c, qmico- ;rnnim &hall be re risible fbr all mats of designing.Krid cygmu=j. (nF the Facilities, including the cost of any surveys or legal desmtfions pmaced in cc WHktk:U VAth the Easement By letter eVwsneni dmed of even date bmwW Grantor " GTwam Dava ag"d ow plxu ked gGhodules: perudrdng to the InMal iconstyuction and instaWou of the FaciLitics and related matters. ,I ' 0 TO HAVE ANDTO HOLD the tkbCkVo-dMO6tzd F.Aserrv-W, tOgaw Witb, Wl and U> Igular' the rip.1ts m0l nVpwuwwces tbmwo in anyway bck*img uumh Grant". and 43rntea's mmcssurs and assigns until the expiration or lemmadnn nt w*.AgrecmF,.nt, nii1piw to the Permitted Exceptlow (as definwo, sachedalp- I woKdird hereto), Granter hereby bintis itsa and Orwaor's wocessors and assigns, to wmiant mid dakz4 all. aud singular, said Eamment unto Cffmm its 5uccessora and assigns, against every lawfaVY slWmlng or to cbim she same, or any pan denof, by, throat'�Ll ne 6w4tT 91rWar, but not athffwisa, subjeot to the ;.3fONATURES Page 3 of 12 By (Siguatum):_ (Print Naue-)_Andrix iI Authorizaad nignatoxy 4C t; --r STATH OF TEXAS� D A-4d-.Ls` J couNTY air BUORB M, the Undersip"' aulhoWy, a Notay Fulatic in and for the Slate of Tee, wi "day personally appeared ' .. AMITleu co$-Irnre - the _,Authorized Sianatvxy of tF Possil Qwk Ards L . r Orb4lmre iiurlwl iS'luU%y couiWuy, known to me to bi the Mute, pctson Whose name is iUtp fidd,to tteo foregoing instrarwnt, and acknowlEdged to that the same was the au of mid lirnbd Ibbiliry company, and dw Wahe execLeted the sate as the act of said limited liabiitty'sh4:nay far d-4 purposes ate[ causidcration therein expressed and in tE:r capacity diewin statal.'. GIVEN UNDER. R. S i�Y l INA-) J5; w) SEAL OF OFHCB t1 ._ day of y' N®L lEadlbl�C � MW i S€atC 03' 1 Mit.1Rn�1. ityntstPasafxprra June d. Mg b=14$l5TCB Mmmmm GR ANTEE; it OF VOKMI(MTH By C1. W ) Title I A. —I -ROVED 46 TO 1. 1 AND LBGALrrY, y (Prw K"� A('KNQVn,EnGKMIKMj: VATE OF TEXAS COUNTY 0FTARRAKT IL BEFORE NIE. aw undue iko-d amthonk)r, a Notary Public in :,—Lnd lor dw State of Texas, on this day ptisomilly of the City of Fort Womb. known to mo to iic 11w natku p-.rr.q)n who murky i2 subsoibW & the foregoing inmurnmt, and wknowledged to rac t� i1kc ume was the apt of the City of Jhm Worth and *0 hdabe exetuted the ,mmae as the act of mid City of Fm Wooh for to purposes and imsidmkdon thercift CXpressod R.A ,� 31k 1bg MJMWY f)IeV. ilk SWW. 03WENUNDER MY HAND AMSEALOFOPME this ;g day of -A � wai, fm' -%'u0%vi. 1,tnumy Public in and for thAme of Texas Pi! rul irl 5 TCF, Page ki of fit The Faeilldw shall 6e buried of a suf iont depth so l4at t9te U.Vk Of tbm'.pipn tllmll Ise at [east fixty-fight inches OV) balow the surfuen of the land wfithAtt ft Em&wm Ate % aster utiy'"W mmrl as+bh dmU be raft and radon atoning ternatruction and filled with soil and tatrped Mild raiaarh r:.wr4*1 rML Any i inLxng % Crosim shall to prompily,ecowted by t^reuntre at its sold o,,od rind expwh&% so that stye &WtetIlntar Ili lent level with (or gllghtly M66d above) lire stIlroun4fing land. Any #loadttt Of sUCh sYsWit, M PwWd &W kti promptly corseted 4y(brantee, at its sole CM and a VeW, so that di 1, top of the system shall tbmrlri tv brat d$ btche� banimtr the aorface of the cared ti+dma rhn F'aieme u Area. Blr♦atirtg of arty kind w damcw is strictly prolAbitcA jol udder no niriilirf tj rDM $hall any dynAmita x COW exPICKive materials to UM fu blasting goy rem& cr other hard fo rantions eacou mead during Og ftr the sYPM it ndlation dwaibed pain. Grantee shall have the fight of in r � grass snit ra.� t4 Red from jite EaacrttMt Brea staiy for the ii.TSUiCti h proposes deswdbed is this AgrowenL For paWa&es 4f aTrci�ijt� this right of infirm and eFW4 Cirmee shall use the epPl108bie1 waft rfwrl nramreat the portion i7f ft FAohi ar Am t 09 aaccsad, brat in any event using the toad ftm edtich Inch acersa would rrsull in the lem& cHlboan- and affulydon to the Czteli COME* Use (as dcfhuzl bd—). OxaW agree& to wire reamaid iJvatt+cs ttgUtae To Cirantrx in intent to enter u atttrn's Frtro cy or the Eosa matt Arta for any wtup o. mild pm cam, amtc, with Cfratt m or its r etttsriv�; Swldrd, hovas ver, said nQtkV ill not be fqdw2& UINIV.'i,yerWcy droamstancas that thrateae human broth, the cavir@iamcRt or sixaftcact ►n• drA* W 'F"r 96 wrwnite ptovidm Grantor nraioa as soon as Is practical tinter). Ccamse $ball have tam tight wtr de+u ikrl Easement: Area of m1wisl obstructions so long as any smit abtfauctlwt until iwi. or intwfarV r,I'..i 'gym c0der0f. saidy and appropriou Operation oftho t. pruw*d, lloT,evef, Crantaft Wkntawledges rt,ar Cr2a"'S Property andkr th- • t Area currently contains certain cxtstirrg + YmMts, incigJi .g, ttirlirvi I#toitadanr builtlings. davewrays,. tins, s ubs Plants and other lamdmcapia& brash, aad wgwajigTi. u icy rllc+B arol dears pipes rod systews, concrete and aghast cm paths, UM traps, lakes and 00tcP osier 5ln4ra, Y.It CO" gw9ity gram hinnys sad pmo, rough, ton bases, *aetkc use and practice rouge (c #vclyr r4 loclul ,K say additions or mplacemratts d1wwf, the " 13Ristiinz.ftrtafTaYcu9eref�'l sued. n0twith3ftdtin8 safA400 b? d%N Cdn" conta;mcd lr, this Agratnetrt, Grantee berisby (1) coftsem to the pap, grr nt Bad fmtare 4v -mued rtiltcnce of the Existing ImprouwtALI and the mf'n, davelOpment and cajoymrrnt of Qankd'$ pfoputy swh Q0 E t Arm w a gait crosv facility or odtarMw (calie+ctiv*ly, the " 91i C fin > "), and (4) agm ra k0d(L A GOMM& wale ow and wq s% any dannge to the Egsemaat Area and the Exisrtag lattprovadcrefs eaosad by C#anua's installation, cmeructiM olxaatiM msintehmnce, repair, repiscaetsanit, rcmaval or use of the Easstrtoat And to restm tits sama (imludin,& without limitatioi4 the nwfece) to its original condition. O arch ding, without lirkitation, re , wpleang trees and re-seetIng tF.c Uxtitoo itt n manner reasonably approved by CwantMg except with rCSptst PQ the add Laodwapin& With retpoct to any mstra'a coo involving landscaping (4xc,.Vt for the Part insaaiatiou Landwapkp fare ,%jAch urawao is responsible, iarantoD agrees to Ilse or cause its contractor to aim only a landwepw appaaaved by Grantor to The extent possible under Texas law. 7n noevent shall Cirsrataa change the Woe of any prcptwry endwxhered by the 11mm"j. Crrentas acknowled:lm and agrees chat due tit the primw Ilse of Grantor's 1Property fur Gar Cka= [jeer there is a ristc Of personsl harm or 90jury fmrd flying SOW bails and moving gnif t&M in and wouatd the Emmeot Axes du tag htarsa Of Opatation of thu gQlf course. Grarrted, for its eotgrkPm contractors and other perwm accessing d ro FAsmout Aura undw this Agrecrnw4 hereby agreeH to mmm the risk of damage and pusottat injury irrotm moss *f the Easentatt Area sad hereby raleeacs Granter from my and all liability relating to Ormtees stares of the B&&Ment Area or esxarctw Ili thv cansemetrtrights grantod herein. 1401withItAO&II9 anything tontasned herein to the conawy, no use of the Ewea=t shall be uttlmd of allowed in a man= that wimaatonstiy burdcats Qauix's rr ntaWnS pop", intatfaras with the ltaproymeutg ImWed thereafn cc the Gdf Course lice Of t wvfiSd;'Ftably incrosveuences Gram, or its saeessurs and asslglts, mamba, gums or invitees. t%reutee shall we all reasOttable egf%U 14 joibirdze dinjW ion to the tree artd P eared #15 TCE Page 6 of 12 =upawy of Qaulrr's PropexLy and any propaiv located4som drereto. f K> as eaglet to r Avea is exclusive, subject to the Pa7WOed Exceptions, but 4'4=V%r Ietts9- !,n a+earntor errs iia Successo" seas aaAps the ri* to use, occlapy and qjQY an k's PM of tine R&MMot AFta f eci M111 but ldaARA ter, use far pat & *ivewayA, laudscCagiog, irr• gwion md ©thrr ' aaars); WDv16W that rains nsa =upancy and enjoymmt and paber dots granted do not unreasonably into lae wkh 014 +16 of 0* Eaatmcni Area by Grantee fox the firnked pwposes dosmtoO ut u,is As-rw=L tax sbabli not gloat a a aaoaa+ay any a off of lilt" of dlaeirnily ,"wmwts xvii}" that t Am to others. rarantee shall k r ohm FAswmu Area ad adpilndna lavlr SWU illl,f hOO Of all trUb and HtWr, axed if It elm not, (hates agrees to pay GMIWS TCAUIRWO cats of YlaIM,, B LNPLSU r and Mill ern teenier the Easawnt Am ,or otijiment lands, which my a manage form Cniome a .x-i7 RUM on do 4memeAt Area. Grantee, shag at at dnm coanply with (i) nu sug04AJ, lases, statutes, rules and regulatioav of any SovMMNOW audacaity having jwisdj won ifudl ill& aitdttat linalbaw, all ffirvirownenal Sawa, statutm rulft and rr-,Xuiatiens of any federal, stm x, local arc sty and fYi best Wdustty prwdcea. C mEm at its .ssde r i AW expense, shalt Im rrsapcaaasibde for Mhrming er rmmnij t4 W $*fiv rrxei sli IMOMMY Msiuielftmoa and repair oaf to Aiwa (aced ail Nudpmeat atrxaesaasy to maloaratn land tepak monk Faaffities) in a good state of repair and Irt satisfnowry etxadition. Ciranwe shall be (tj t"apamV.`g (bE *.Hats relating tO than &dXE. L:a ya, 5uradltttdw, or, r ante, rap�, tseptac�njmL,'Wpm htlLxt um and rcraierval of she FaiMittaa and (ii) lia4attA for laud �iyiluaeegrrirsalaslal+�InpilyrtiiCreurst�rantYrm demar#glL ryotdisrctrbat t4 `a the age thEteai or Per'W" *Cr "fa the r4kUmimil Iitia=Liev ref (lr'anatcar, cemoW by sx' is any vray arising Quit Of CLaaratcx'iatetCiaorjfil20ju=a&j Fjghj1'L:uq,;4J4cdjn rlizAgc4iOwwL=eptf%€ie Ia35tella4tivtt.l,ifriueutsitag 141rr ICI cnrccin3 upim Unpatir n nn*w )% (2kwtbw Atli cuo" ki si Vp:tvn mod smbQmUU3MS 10 cawyval Y,r- 01A okg And K" - JA Wlrtd a& ■ zvftz Uc- and in at least MiniMUM aMDURt& AS MqukCd by dnw, NMI !Ir gray evetrt gr cnx+ropM ¢;half IIttlWo..; (Q W,irikri Compasidan and Eamployata Ida ilty; and (b) billty. [;cantle shroif (nWiLSe OW&JLct of such to root witilin SIvo (5) bttslAM MYS WiMN td entry upon C?ratnas"s Froptdy fur t4r rubaca saw and nw& puspasw dosr-Abod in this AgemnftL Hal eakY is to quirod urn ere cknlnulanoen (bt ewhirb L_ such p mef of i4mance shall be provided as S0011 L'I is IYz�iCal). Tbe, Saswneeat send eahrp ria3as_ granted or cramd by this AVectnaut me Subpesa"t re (1) all amaDMIS, itYfrLj—hjn, ieTftaLr!li4 S, Imi, eirwribrplom and Any 104 all rMUS ofi'eCctd rffCcdm Illo t'Jwmjlt .ATITA And (It) s%y arattm rillrt A cwr*jt zma MkmNle aY ark Gvmt3e& Propacty woWd reveal ua WWI ■s any exiaadng wulgrymandfuralitim rcrbTlec+a+ ill isle' i,and{ytwealff@drtrthy tr!abtaarxeay al! rjxrsury canmrm 4n&q WraviSs regtaited under the F'eraraitted Emplims. Natlag Contained Iu this AWeanfiat shad Le uiu+t M rr ,trace" to bed a COOVOy*ka M $tat, stale, dWilatie 0 or trarBAr of the fee, €ntaarst in say pertdnn of Gramor's Pfoperty or of any oil. gas or oft Mineral rim ref ab's to harm or any of flrantues PvUVWY, it Barg the Int of the parties dot the Eawneue shell be strictly itanited to and fbr glee PUTPOSCS AXPWMd in iltla ,+Lgrc€soaac. " VI.sxitlsltuaeAttg Mything io this to the canary, in rice event the Facilities at abeadme d prior tee a . ' FFate, the Frasesneat Sho MW and ail rights beWa pyeiwd shalf terrmais and ra t*at to and C"xrntzr's sxcesws and upon Gisafflix axaaetpleaiug the -104 —1ry Wlicdtln IN dear`; for a [City of poet � f di to v vte the ENSMOL in to event of stay cxiilratiaft er earliat imUiDNIM Of dais A % Oeaatea'a liabiW sae dmnqw undw dais AWOMMent shall lurvim but e»aiy to the exteaat that Ouch li&Iaitity or we WdbUW to ckant 's gma a g c4saator fall have tha right, Withm acdca or t sf Ciraretort, to ir+ard'af ale eat my gas den of 's Pyc perry to a Wid pmy. Grantee racy not assign all ir any portion Of its rights hwcmdav wlflfaxtt the prim Writteaa consent of theta, which cwsgent ahadl nix be MTeamablY WithheK Condifiand or delWjW, All noti , ,tnnarads of cgtac-t' Laxnnoaaatic*dVM 9equiRd �W rct-roilred 10 be given hEmwAw tdaall be its writing wal Cray and all such itam shell 6c deaw4 to leave best du9y ddivomd WMI paxslaraal d -M - as Of she hjunmiaWy fu€lowing hwnm day after deft for cavernight delivery with Feral Express at a slander ava<anlght courier ssaviee, sdsheased sty prelviANI cro she tint puc 0 tilit Apr oast. Pace 7 of 12 If any eiauae, provisiM subpnmSmpb, off paragaph sei fords in Tlti, AipecVva; is iilegai, invalid, or aatmft=uIlle umda Pfcscnt or fumm applicable laws, it is the imm om of aratrw kd cmntm that the mnsin&r Of this Agreement shall um be a *Okd tihemby. � I 'f ha inns aid r asri ons cantaEne<i in this Agmemmt ShAll L1e.SV'V=Cd 4 JI csmstn*d in aocordmm with. the 1AW9 of thr. Shashi otTexAs. rn addition to ocher rtghts and remo ies awavW to the p=cs tezrt% the violation or bread► of any rxhvcflw agremcn( W odw Wms of this Apeement by citter sooty ocQL a k-o to else other panty the might to Sftk ingulwe've relief lkM any 00m of Competent jabdkdon a, cniuln C� compei the eemstion of such violation or ireack and to welt dmRSft thntrefor. All remedies pro-Ackd Bonin a 1sw and in equity, sb,%11 be cumuladvw and rital-elusive. This AgxeeE cut and The ==bits attacked ba M *moody thn omplets agrament bau a des pulIC6 hard, and no adds ieaal or diffacut oral rexescntatlgk t5t'mtrise or agfftmom drill he Wadf g on any of the patties wAth tespeat to the aubjett Matta iaet)Mf exc t frnr trr kne veer rnt oteven date berowlth. Tthis, Agroment tntry not be modiiiul, sdiftH or m xaccupt ty Ito 4*0ru me n t of Clraator a.ra Omno 1Fiis Agr*CMMt may be signed in t and oil muh soAhrtc4 pulm.lhsll tte demed as odginaft and binding upon eats Pam eae=dagariyaaunt€erpartatrdi oa,ttteirt,�pe dveJ t aya7ha,utirs.sumcssoraatidaaAgns. 'Mae era no thhti parry benzfiielnrirrs cct*w& pt tmkvAd i its tnie Agremcm. and no persarh a entity Shall have artq rights undgthis Agrftmmt oth m ifimr Ckanmt, .ad thekToWective sceeasms and assigns. raame and (lumir have y,ailk'�aled �04Y io The negegiabon end dm tettg of this Agmmenl. N an amMORY Ot 9ucathm Ofi"Umt dds Aunt shall he cw.*ued as if drafted jointly by tyre Pmfics hcmW and no premmpdon orr hzllm rdproof shall with: fsvarin or disfavoring agi` p ihy by virtue of uu#€i iP4AnY*fthalunvidraes0iibisAj�,moot. E=h (tt=" rJtl c i erN'} retrr—nm to the 4ALr th rn 1hr Represeuting p9m hay full power and autbm* to exxecutc, deiivear asul Tt rirCM 041 A teeaibmt lout the iatdividuai executing this Agreamt an behA?Fof the Re #M1Jrhg F" is MY er4Km VM artri avthaimi W cto nu: and that dda A&Mmmat cumdtirtes a valid and legally binstin9 obligatieo oUrc Ntrwse atleg lsarty eafplroftble agars the Raprenating party in a6wr&mce with itS tF iMI. I REAWNDF R OF FA{ IN TONALLY BLANK] PA" #15 TCF Page 8 of 12 Page 9 of 12 EXRMT "A" PARCEL 15-TCE 4_ } } Being 11,921 wpm JIM of Iaod in two (2) p ih a" 1. Fossil Gam, lI an added= to dta City of Fast Worth, TAWA Cuuuiy, Ypxea, as alnl 14 Val"6 3w 141. Pno 31 dt 52. Pint Rw Qrda of Tana, Ca-sny, 1'ktS.a aml a pmd m of a trw of Triad dc=Aed is 4"d % CZF foe ill t=imk Arch. I f.C. & Dolgwm i.bWkd Iiablitty sod'Paf)r. ACCOAft * d * d=d PF la NAnL uw NI}£14217". ,, Vaal R=mds of iarsaaat t.'v", Tomes (13JLY (_,.T), Arad. b,c , eRala pmoc dujydapfibwby ivatos aad boailds ac f*llaat& Put 1 . GAt8lf2aftfsh"n1Fw1slrph- rppf listleat 1 02Lettis Block 1 ofTM heliport Poaal Citek in e4lP efkio Q» C'itp af'Fort 4lfasd, TZMAtC , T , go flied In OJAMO A, Sikh UN, PA T.C:l , ale* baWinA mubmy tine of o tint of LAM dewAbod in dw 4" +o 1' SE mw juu= rwceded to ,#D205l89Si3 of Ibe lid kecoiela of Arrm CoLMM--Teri (l;s.l[.°d CT.) end the deal to Gmgaaay S. Ilaath (St % MdwiAvd hln}sgt ttlb""I ru ImMUMM OD203236667 of the said Dasd &aM sall6e)i. l Fib-4lbaa Ste OR cer WV1 ahtatit stow of Lora 30 ad 31 in '+IiIM�1041i1.,iprs35fr'reS`4iS`�,�,diraneaca23S.9#fea� - aiooglbm.wo!i diddIlium udHas* tromang3ouga —1wi:e;daline Of mid Block 1, Uri `4amA rod biry r,+he N62,19'2k, W64d6hmcaorS15+I i N Sg°1"" W,'M'dirw m of l01.43 feat N S 1+f1W '>), a diatura oa:122.44 fba; H 66ii OW';l'' W. a diMAW OM134 horn, N 8 r"M' 430 W. a dfabace of 1466 fber S 55,30,5r af, a disbAve of 172,52 iota; S d7°tifTV W, a dl umv of 255.20 &at to the sati%WW Conrx of LM 12 in avid I%* I ead a sattdIcattariy Ornat c of amid BMW and Fleaila tract bI3 wx* aly I(aa of the dart daasalbeF in tlta died la CF Fau ii Cie& ticia L C, a Ddawm dimdted liabilkY Yr founded & k54a� #0214217223 of t1.a Sak Deed CA68t bg mPOWF01rTPVQINN1Ri:RD(ILr .T4tScirmdciu2,0, TIMUC7' is yo MA from s agddCF Fossil Ivan An fdlrauijAgemm a 4W rlii<€mwm. S 6 °US" W, ndistu m oC25.13 feet; N 71W32m W, a dinano of 169M f N 031W Or W. a Abtmw of 34.56 few to &a awmewn line of said Bum &ad Math heat aad saW CP Foam! owq ` AFKCu S 3l"4213" 1, almg dsa s MMA life of aafd Demos and Heath not aatd said CF Fusai7 ttaxt, a dlatatwa ®C37.94fiml; Slot W4 FM 14342, TMMCE S 77VO'32" i, Ltr1miiLjald wd 1�0= and H alht$[tA SM RM CF F—il cL s, dlat g of IS6,36 low to dx PCfi44°l' Cla 131;faY9MXG e�A-f-vNfriim; 4,542 :qmv faK ori).144 ofan umaf tam Part 4 C;Virinii■'tltt4af��Fll�L'1L1M7M#IL�'�dd4Clu�Qnp liLlwiAd4la{l�?S� LnuctI mfThL HilbaCruioll Civ&f Pa mddluaato 4m CJV of F+.rtWFrilf. T CDuwy. Tow, as M PK A. SlPJc S i�. P,it Phi„ olaa m lP C+ dy I a at: U of irsd 4'4ost'ba4 in do &od w 3dTalp kuu Sapp ebcaa6 i Lo fr u my w ;1=051 94S23 of the Daa Rewds offiH•a Cv.MW, mar IUJLTC'_9' 'be deed to i-Trg L'y S, 11c4da (N% MMUVWd Swart* FeMrdad in lnkftncah 0fWY23W7 Of tht Udd DcOd wbarh a M Ito turd iw dLe 4t=a:wa mnfi Qwmu of LM au mad 31 in said $lift i L+ . K SPOVA I-1�, i tthsoc of M-74 ker*.' 'ni fi a mt& ax pwhw x upm of mil 13m QW Hegh ama DIMS a uqtbhly Beta I,16c rAMi[Li<eulna Md 4rw-aa.a N M012 W, jk dkkb , vlHCldS l 1��5I°�33'a3" tiY• a dL�enny elf i#S�+L flat; ' ,14 d� &3�6'33" ii, ■ /itlsihr.nRA.�i feints ,. . SVI,A'43' NB s OpWm of I .t,4 fool; S u?Na'W.W, itdLM0 a253.10 fraa sat a 112 (=ft hm wd sw v th `MP INC kAMV *aainafta call 112 inch inn and set with cap stmmped " It,IP [#CSSbA'Ulols ima I&h n4 ra BawLcd 16a �00) a dW oat COUM*' of im l7 is I aid # r mLx of faid RQM and Wata #att, lull Ur+ of deg UM fa lbo "to CF f Aril Crow Arril UC. 4p1Yd.mbe AMgity, c. ,- :y a.1ai�xidx17z2s THF14 F I! 77ro1f1.32 W. *tong to WAM? lilt" of m6d Mum an. HcMh Viet along■yxan k+fId of;FtassLibtu�ctnrlJMttmw*OfS &46its YllltN�tCY3r4i'srw, .RwiLr.;ii51�a jaidgto,S of37.44her, THOCE N 95'W'Q" W, Gvw led eaeaes MW BMW to Heath aaM a 'Ilniam of 1. MS fret IQ do It= #4aaid Imam atd Eleado ft-#0 and §aid CF Fit trace for aw 110MI Olt ® dtitdc bain d iiiMEova mda s zaW CF Femil UW da NlowingL7HAYP8C wddfMMM ;!t`f`iud"WW*adi aof107.00Real N 15°3810C +. a rifwPuco of 197.43 fm to Om mulhWy lima ®f a 40 feet wWe sowtay Nwa casn"Ut xs k vpxu 01muld pia& of F 1 Ph= V. S 75mral" E, al€ ng ilia Mummy an Of cald auluma, tasuaws a r2s.&D ffe Page 11 of 12 305 orza43MUK&oC90.9If0a1tai,kiIIf"lt trzet "d grid CP Fb!Wl ftmL% at tbvbc&rjmv ba.'+ inLL it rA*va of15D.0Dfmdrndalops *bvrddWbm33Sty'13'13"skisdi r�sCa17.54Suet, TMNCF. AIGM9 uldlira tad LL ileL vm, VFMsdeltaofl0M" 'w,an ualpsgt at27.511 flea W the VOMT OF MrQN0 mad cam 741` t 4� hta,wU.155a at � saa� of land. Twm W, Tom "Imraom No. 6m t Nowyadon ft grourod May 12, 2017 I. VA-Anga of Anes ®hoar hutm dr &Mf N,rjh ,i or Taws Coar01B* 3yVaM of JM (hl * COW4 iarm; NAW3 (2011) `fin MT% m dgrkvd Irmhy ftm we n utm 8V84,0t Cat ilmuV'r Qpurmffm r46aaF cugoim (WRI) va 128ti Timm lam mfik JFMQ m8tWEL AA „vvrvLA °tm!nokr hn �mtkf 4 t&Gk2 vrui 0,* Is.& gakl �xi�,l;�i�m■ anA diae�sifl9a Ba tom, 2. fr��d pst� asi Id�i surt+� �Lagaw> t~te6pti�r �� ftM 3 e4 ffw 1 Page 12 of 12 I S%;kl1"r+9ff ---��/ ! seiee.r `- '✓ ,i6 1, 1+�Yti '417 j � S .1 BR� $IbiMIA �F• w.x f 4f I S\ i Mw cr rtaae i# � � x�&� i. bL'rr��ti �.drr,.1�.� •r S,� S, o�..a 8 � rda 4 asp IF -•I. F--.x� ��} � I eara'riorFe��r.�lwfc S�L E per IaairT onrl.. arse° ° eM.?c �� biwL,rea et+i1+•I�ti..,,,� S ctsCr.Rarsu[t. �{ tr9sa ■ r1.I W LAW" all OF ME Io-F.°] !` rill f y7t..is€P PVtr. Sr # A Per - �. —. ....... V if •. r M r4oP ' n+w � ti q • ffi' fS. SRWI, �Y ad it il' r4 V a��talaatsar¢ _ ,yI[{a1 lilll w -W MW �• � I au�,�.. r+� stir i,� uYa � ..ate. f ,Lmt wwl 'ti.S ` �� .a d� 50 }. �' L�I1w Y diprA7i AY ;L1:lii f1lbss.._ � �+tip! .l �r�• �Js' �[.6 .�'s1N -ms. .+Li*SwS�N?'_f!w I sTf,�°ffiiQ,T�' ..aon4.®o axmo�srxxpr ao�vy .4�rlrzrarFti: 9P�A Tr.+GFb'Tare*.� AA��°°``�- rx 1��a8aYEa8 a&rcL I.eMCI••7S4r411rY+l 11 i 17, iY 11 Bi r-irw-ow pm-w iIL 4w F+mo boles 41r4 A. Pamm e er. wv.rr�G,,n�wy pax 1� 9£7Mylioh r8rr. AT"aAe Page I of 6 ` D218216528 9128/201812:02 Pa PG 6 Fee: $36.00 Subrnitter. XEROX COMMERCIAL SOLUTIONS Electronically Recorded by Tarrant County Clerk in Official Public Records f.r,;, Mary Louise Garcia CPN # 02015 m Upper Big Fossil Creek Drainage Basin Interceptor Improvements Marcel # 16 Slip 4445 Paula Ridge Ct. Block 1, Lot 40 The Fairways of Fossil Creek Addition STATE OF TEXAS § § KNOW ALL MEN BY TH531E PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PI=RMANENT SEWER FACILITY EASEMENT DATE: GRANTOR: YbE FAIRWAYS OF FOSSIL CREEK HOMEOWNEWS ASSOCIATION, INC. GRANTOR'S MAILING ADDRESS (Including County): PO BOX 201088 ARLINGTON, TARRANT COUNTY, TX 76006 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS ST. j FORT WORTH, TARRANT COUNTY, TX 76102 i CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficlency of which Is hereby acknowledged. PROPERTY: Being 931 'square feet of land, situated In Lot 40, Block 1, The Fairways of Fossil Creek, an addition to the City of tort Worth, Tarrant County, Texas, according to the plat filed In Cabinet A, Slide 11055, Plat Records of Tarrant County, Texas (P.R.T.C.T.), and being a portion of a tract of land described In dead to The Fairways of Fossil Creek Homeowner's Association, Inc., a Texas nonprofit corporation, according to the (food flied in Instrument #0208359299, Deed Records of Tarrant County, Texas (D.R.T.C.T.); and being more particularly described In Exhibit "A„. PERMANENT SEWER FACILITY EASEMENT Rev. 8111811 T OTWDT. CPN # 02515 - Upper Big Fossil Creek Drainage Basin Interceptor improvements Parcel # 16 SE 4445 Paula Ridge Ct. Block 1, Lot 40 The Fairways of Fossil Creek Addition STATE Or TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT SEWER 1=AC1LlTY EASEMENT DATE: GRANTOR: THE FAIRWAYS OF FOSSIL CREEK HOMlE.OWNEWS ASSOCIATION, INC. GRANTOR'S MAILING ADDRESS (including County): PO BOX 201088 , ARLINGTON, TARRANT COUNTY, TX 76006 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS ST. 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. PROPERTY: Being 931 square feet of land, situated In Lot 40, Block 1, The Fairways of Fossil Creek, an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat filed In Cabinet A, Slide 11055, plat. Records of Tarrant County, Texas (IP.R.T.C.T.), and being a portion of a tract of land described In deed to The Fairways of Fossil Creek Homeowner's Association, Inc., a Texas nonprofit corporation, according to the deed filed in Instrument #0208359299, Deed Records of Tarrant County, Texas (D.R.T.C.T.); and being more particularly described in Exhibit "A". PERMANENT SEWER FACILITY EASEMENT Rev. 01/18/17 ORT WORTH. 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 appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the 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 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. 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. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] PERMANENT SEWER FACILITY EASEMENT Rev. 01/18117 QRTWQRT , GRANTOR: THE FAIRWAYS OF FOSSIL CREEK MOMEOWNEWS ASSOCIATION, INC. THE STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE: City o Fort Worth By (Signature . (Print oo�ce, Property l��rfgement Director APPROVED AST FORM ND/L GALITY (Signature) i (Print Narine) , Title JeWm aanvsnq, AmIs t Cq Aftomey ACKNOWLEDGMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeare W .r-, , 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 o and that he/she executed the same as the act of said the purpo tfs an consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �'�day of 2NJ. BEVERLY WEST ?x° _Notary Public, State of Texes -- Comm. Expires 04-19-2022 Notary Public' and fo a State of Texas Notary ID 129789424 7 n PERMANENT SEWER FACILITY EASEMENT Rev. 41118l17 FORTWO��TH. � ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF WARRANT § BEFORE ME, the undersigned authority, a Notary Pu is in- and f r the State o Texa on this day personally appearedl�.� D� he City of Fort Worth known #o me to tie the person oft y 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 0 day of 7� 20A. ., Nota ublic in an6-?orthe State of Texas clparftbq LEO SUMMER ;ivo-W t0 0120264929 CAmr���ft E*. MAY 10, 20225 PERMANENT SEWER FACILITY EASEMENT Rev. 01118M 7 ORT WORTH. EXHIBIT "A" "SANITARY SEWER EASEMENT" PARCEL 16-SE Being 931 square feet of land, situated in Lot 40, Block 1, The Fairways of Fossil Creek, an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat filed in Cabinet A, Slide 11055, Plat Records of Tarrant County, Texas (P.R.T.C.T.), and being a portion of a tract of land described in deed to The Fairways of Fossil Creek Homeowner's Association, Inc., a Texas nonprofit corporation, according to the deed filed in Instrument #D208359299, 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 with cap stamped "Hal£f Assoc Inc" found in the east line of the remainder of BIock 1, Fossil Creek, Phase II, an addition to the City of Fort Worth, Tarrant County, Texas, as filed in Volume 388-141, Pages 51 & 52, P.R.T.C.T., also being in the west Right -Of Way (R O-W) line of N. Beach Street, at the southeast corner of a tract of land described in deed to Fossil Creek Property Owners Association, Inc., according to the deed recorded in Volume 13022, Pago 441, D.R.T.C.T. and also being the northeast corner of Lot 40, Block 1, The Fairways of Fossil Creek, an addition to the City of Fort Worth, according to the plat filed in Cabinet A, Slide 11055, P.R.T.C.T., from which a 1/2 inch iron rod with cap stamped "Halff Assoc Inc", found in the west R-O-W line of said N. Beach Street, at the northeast comer of said Fossil Creek Property Owners tract, also being the most easterly southeast corner of Lot 1, Block 1R, R.L. West Addition, an addition to the City of Fort Worth, according to the plat filed in Cabinet A, Slide 3099, P.R.T.C.T., bears N 00°19'31" W, a distance of 767.03 feet; THENCE S 00919'31" E. along the east line of said Lot 40 and along the west R-O-W line of said N. Beach Street, a distance of 25.53 feet to a 518 inch iron rod set with cap stamped "TNP Inc Esmt" (hereinafter 91I 5/8 inch iron rods set are marked the same); THENCE N 76°37'35" W. over and across said Lot 40, a distance of 57.11 feet to a 518 inch iron rod set in the west line of said Lot 40, also being in the east line of Lot 39 of said Block 1; THENCE N 00132' 10" W, along the west line of said Lot 40 and along the east line of said Lot 39, a distance of 8,04 feet to a 5/8 inch iron rod set at the common north comer of said lots, also being in the south line of a tract of land described in deed to Fossil Creek Property Owners Association, Inc., a Texas non-profit corporation, according to the deed recorded in Volume 13022, Page 441, D.R.T.C.T., from which a 112 inch iron rod with cap stamped "Raiff Assoc Inc", found at an angle point in said Block 1, bears S 85°34'W' W, a distance of 170.21 feet; THENCE N 85034'54" E, along the south Iine of said Fossil Creek Property Owners tract and along the north line of said Lot 40, a distance of 55.66 feet to the POINT OF BEGINNING and containing 931 square feet or 0.021 of an aqLLof land. �7 t ,_Prt..-April 3, 2017 (%Olne T eronW. S ms, ..Texas ReglstrationNo. 58Surveyed on the ground March 31, 2017 1. Bearings of lines shown hereon refer to Grid North of the Texas bordinate System of 1983 (North Central Zone; NAD83 (2011) Epoch 2010) as derived locally from Western Data Systems Continuously Operating Reference Stations (CORS) via Real Time !Cinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. 2. Integral parts of this survey: a, Legal Description b. Sketch Sheet rof2 F1'W 14342 r SS tSMT. r VOL. 7055. PC. 235 f / APPROX. SURVEY LINE VM 7055, PGM3711\ ` V f DA .Mr. TT 0 13 a• 1 _^ 1-fk 5T. CF FUS51L CREEK ARCIS LLC C.0 .002f42i7225 OAMT. line Table Line f Direction Length L1 S00'19'31'E 2543' L2 N76'37'35'W 57.1 i' L3 NOT32'10'W &04' L4 NW34'54"E 55.66' THERON W. SIMS, R.P.L.S. c TEXAS REGISTRA710N ND. 5887 Dote; April 3, 2017 Surveyed an the ground Morch 31, 2017 } � QY J 1$AA85�. � �12" CRRF WTH �• LOT i, 8AD 17 CAP STAMPED S� R.L. WEST ADDIAON 'TWLFFA= INC' 2� C46. A, SLIDE 3099 (CONTROL MON.) 1� PR.T.C.T. I I FOSSIL CREEK PROPERTY OWAERS ASSOC. INC. Kx. 1s022, PC 441 D.R.T.C.T. as-8) OR rh. f 20' WATERLINE ESMT. VOL 7055, PG. 7387 f�' o V REMAINDER OF BLK 1 FOSSIL CREEX PROPERTN I n FassrL CREEK, PH. 9 OWNERS ASSOC.. JW- n VOL. 1� C. 441 VOL 385 -141, PG's. 51 & 52 RT.•t . I I P.R.T.C.T. I I (7R 05-8) I I 75' DPOVACE ESMT• o z I I VOL. 140J3, PC 468 I I $ "T -r POSED I 1 ` � + 4- I _ S4�'R' sSM? ESMT. \ I W CIRF WfTfi ` L 4 CAP STAMPED �'34'54"W, 17 ) 21' I SANITARY .M ESMT (931 S.F.) 0M 1) Seaings of )Ines shown hereon refer to Garfd Nodh of IM Texas Coordinate System of ISM (North Central Zone: NADW CW11) Epoch ry 2010) as derived IoWy from Western Data Systems ConinuxWy opera&q Reference Mars (CORS) Via Real Time Mmatic (nq methods. An average Combination Fader of 1.00(12 was used to sale grid coadmates and dislanres to surlam 2) Addional easements may eodst and notbe strewn. 3) All easemord comers shown hereon as (p) are marked with &a inch iron rods wtwRh cal) stamped "TNP [no Esmr. I 4) integral pads of the survey. I a. Legal Desaipion 6. Sketch ` ie 1 ? f4LFf ASSOC WC T/2" ClRF i M l � � O 3 i / 32 33 34 ,6 7HE FAIRWAYS OF FOSSIL CREEK � C4P STAMPED ` l 3i I I I 25THE MRWAY5 OF FOSSIL U.E. y I I CREEK HOMEOWNERS ASSOC, 1 I I INC., a Texas nonyrofft core., FAMA PJMI I 1NST.ID20SM299 COMW D.R .7aT. r SCALE 1 "=100' PARCEL 15-SE l /15' &a Esur. / I I SANITARY SENMR 38II51 ,P.R.TCT. EASEMENT ��- teague nail & perkin5 5887 rr 5237 N. Riverside Drove, Suit& 100 ws s ;oa Poet Wnrfh, texas 76137 su i��� 817.336.5773 ph 817.332.7756 fx x vtnp ,.1npinc.com f TSP1S Registration No. 100116.00 11WMSIAAVMYVVaf:CTS�rM4342XCDAM K7�CesernaiLsjPhred 16 — SE 93; 5F — SS Fam't — Lot 40. B& 1, The Fakways of Fowl ae*d*g Being a portion of Lot 40, Block L, The Fairways of Fo&dl Cxcek, an Addition to the City of Fort Worth, Tarrant County, Texas, as filed in Cabinet A, Slide 11055, Plat Accords of Tarrant County, Texas. JOS No. FTW 14342 SHEET 2 OF I l T OFSTZ CAB. A, SLIDE 71055P./ \RrC e CPN 02515, PARCEL # 17 TCE 3201 Western Center Blvd. Block 3, Lot SR2 Emerging Properties Addition City € f Port Worth, Texas CTTY OF FORT WORTH TEMPORARX RlGffT OF ENTRY § KNOW LIF, BY THESE Pitt PSENTS CO[,IlTTY OF TAR R ANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee' a temporary right of entry onto property described as dock 3, Lot _5R2, Emerging Properties Addition as shown on the deed recorded in Instrument #1)208184747 Tarrant County Deed records and plat recorded in Cabinet A Slide _12446, Tarrant County plat Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of construcfln . ,4anitary sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee; at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of , 20. GRANTOR: -- (Please Print) (Signature) i (Authorized Title) TEMPORARY RIGHT OF FYTRY Rev. W;15 2016 l`twr %VoRm. tnp, wwrwJvpinr wm ongimat5 luryo 'C" iii 19C�(9®9PC�i3Crr& C9+'V4' PROJECT NO 2515 ^ Ull'UH BIG FOSSIL CREEK lN'['s`-.R PW_l OR. ONE WlFS F'.RN CENTER LP PAR,C;'i> # 17 3201 Wyy�`�@.ryryS'1'EgRN CENq't�`E�$i��vR�1�,VD, �+O712T �VIVO11'c'I'-�19�76g113�i'y`�,� LOT 54U, BYX 3, �.�VI�.RGING P+RIWIERTIES ADDITION $8.61� vNIPORARY RIGHT OF EIMM-Y EXHIBIT i F: ::.i i I k rn Sr! _ l77 PROPCPTY t 1Nt� v m - ......_....� PROPuSEC� SEWER a x t== T-MPORARY ENTRY AREA Tl M' 0RARY ACUSS/STORAGE fAVEA EXIST PERMANENT EASEMENTPARCCL AREA --�- Y F 1 - WUTM CENTER l+[�YA "fXIS77NG SWR' 3' EA15I O SEUER 42' )lNG -q-K-iP - PARCEL 17 1FhtPC1RARY ENTRY AND ' U' STORAGE AREA 'tip UDD'rY'E-WT iE44RORARY ENIRY ARIA- ,i Pi l l 18 ss��rr nif yy ti 5 4 Page 1 of 6 D21725E062 1=131174:29PNI pas Fee: $38.00 Sabmittmr. XEROXCO1MERCIALSO.UTIONG Electronically Recorded hyTarrant County Clerk inWool Public Records a- /f �� � Drwax �.aot� �ti� L®ul5eGi3rCa CPN # 02615 - Upper Big Fossil Creek Drainage Basin Irhil•4Vr iaar ruveawmts Parcel # 18 TCE f 6000 North Freeway Mack 3, Lot 1 Emerging Proparil a Addition � 7 CITY QF F'q7 f Q ljj.V TEMPORdiARY S riICT10N E ASF-67ChtT DATE; GRANTOR: Remington Wastem Coni.49r,,jj t't GRANTOR'S MAILING ADDRET �+oL9�Llunty)., 09ti1 i3ravernors ®alias, TX 7522.�� GRANTEE: CITY OF FORT trtit GRANTIEI 'S MAILING AL>L� County): 200 TEXAS �4. FORT WQ.RYTk q—,A RF ANT COUNTY, TX 76102 CQNSJDERATJtJ�n [7�8ilars ($10.00) and other good and valuable consideration, the recslpt and sufficiency of wJwn� 'K hereby acknowledged. PROPERTY: dieing 1,001 square feet of land situated in Lot 1, dock 9, Emerging Properties Addition, an addition to the City of Fort Worth, Tarrant County, Texas, as Mad In Cabinet Ae, glides. 11490 & 11491, Piet Eltecal-4117. of Tarrant County, Texas {P.R.I'.C.T.), and being a portion of a tract of land described in deed to Remington Western Center, LLC, according to the deed tiled In lnatrument #tpll7025670, Bead Records of Tarraa it County, Texas 1D.R.T•.C.T.), and being more parttctiindy described in EKhibit "A°' Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, aver, and across, below and along that Easement Property situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit "A', and ingress and egress over Grantor's property to the easement as shown on Exhibit "A', OitiWO17 q-- Page 2 of 6 [t is further agreed and understood that Grantee will be pe use of said Easement Property for the purpose of rehabiRtaadon of a wi3Mr.%v:atwrrum4 Upon completion of improvements and Its aicLoptarice by Grantee, ail rights prrirl va in 1 described Temporary Construction Easement shah cease. L TO HAVE AND TO HOLD the above described r_iv. ent rup-,Prty, together with, all and � singular, the rights and appurt tames thereto in arnymy ng unto Grantee, and Grantee's successors and assigns until the completion of my#truq ancr acceptance by Grantee. Grantor l hereby bind themselves, their hairs, :ilrrresilnrs jarrd ass ins, to warrant and defend, all and s€ngular, said easement unto Grantee, its nd assigns, against every person whomsoever lawfully claiming car tc claim the nAi'ira, io-i :iri;f part thereof. � E lip 3 } 1 �P 7au�9mrm+Y CnkaSdnREn&�'euar:S G73YEI101T pc�}y3 Page 3 of 6 GRANTOR, Remington Western Cantor, LLC 13y AW E G ..:?1 AS TC RM AND LEGALITY IL ACKIVG��i�G�A�t=i� i STATE OF 'TEXAS � COUNTY OF TAR § BEFORE ME, the undersigned authority. a Nota�blic in and for the State of Texas, on this day personally %piv-, gyred It" 1.- q r _ _ _ , known tome to be the same person whose name (s subscribed to the fare6oing instrumen and acknowledged tome that the same was this act of t � ;' id that he/she executed the same as the act of said t t - - for the purposes and consideration therein express4d and In the capacity therein stated. GIVEN UNDER MY HAND AND SEAT. OF OFFICE this �vj day of C 0 20D td6lufy Public, S1918 ®i Texas Loa"- COMM• emq€f®1s Oo-01.7WU NoteryID 12H€�7374.4 Notary Publico,n a for the Slate of Texas 0111wall ha�Wow. AC KNOWLEDGEMEN't STATE OF TEXAS COUNTY OF TARR NT � BEFORE ME, ties undersigned auEnordy, ptary klic r 4i bu f r the State of 7 xis, art i� day personally appearee. r' .._ of the City Sri Fors known tea Ito €a lie�fp�t�on whose name is subscribed to the foragulrg- urnent, and acknowledged to me that the same was the act of the City of Fort Worth and that liMbliq executed the same as the act of the City of Fart Worth for the purposes and conetder t�P---q € expressed and in the opacity therein stated. CIVET! UNDER MY HAND AN OFFICE this ]L day of 1 Nottary Public in wvd or the estate of Texas r iCCESOyi YLENtyPWtMi"WW D11MOa7 Page 6 of 6 EX HIT "All x 20' TF,M C ORAARY CON,9 A R V C J l40kd _Y,] l.Tl L.iJ i t' fi PARCEL. 13 -1_ `C0 Being t,001 square 1but Hyland aituatcd 10 re,; I, Black 1, 7nag€ng Propertics AMition, an addition to the City of Fort worth, Terreat umV, Tet,k as filed in Cabinet A, Slides 11490 & 11491, Plat Records arTarrnni Cbtlac_ T.C.T.), and drain® a portion Of 1 xrac! Of land described in deed to Remington ti42 r"n Center, L.LC, according to the deed file.tl in Inshsa Ent 41721702MY7 Docd Records of Tarr= County. Tax" gD R.T.C<T.), and being [Here plutscniatly :# � y teems and bomkos so fWloww CCiiS1 7 PiGAN£x ill the north Right• N W) line of Wastern Center BOukwaad (variable width), at to southo cart of i ni 3. aim boins the southwest comic of Lot 5-R2, Block 3, PrnMOS P* d; A mt addition w the City of Fort Vfoati4 '[attend County; 7•4aaa, as filed is A. Sli0o 12446, P.li.7`,f; T., from which a toll inch heir and found in mid m it Ju,■ in the south Not: of said Lot 1, hetus N 87'14'43" W, a dfalatka of r .'IS fe kr m which a W inch imn rod iaund in said north R-O-W line in th*1rh 11 Lot 5-R7,.bcare S 87°14'43" 1? a distance of 4.11 feet and heitsg lhtr I 44levv €a the Jolt whose radius is 74LOO feet and whWo long clwrd bf- `L L d1elaadeof24 6a feet; THENCE Over andfalJoWngeoursssaad;fl,€anew; Along sold carve, rtlrrl E MW af'said Lot 3 and along the west line of said Lot S-R2 in a ncrthwastariY €redlra. € mugk a central aWglo of OJ°5d'23". m arc length of NAN feel to tho nw1h ' +n CLIO 4—Sanitary Smar Raacmont, ere filed in Vahme 7104, Page 1033, D.3�t,ik nc rOW ulr I1XGJ1Y YlN4 as"tJ€e baratnafterdwrilred tract ofland; 1'a uarill ling n1mid Sanitary Sewerl"aee=t a distancm of k4 ft2 IF" $ a disnutceof 20.00 real; S 3 f 6'24" R a diatnnca of 47.Ob fret to the east line ofaid Lot 3, RLarl being in the wart One; of laid Lot 5-R2 and the begft€ ing ore cam to the right whose radius Is 752.00 feat and whose long chord bets S 13 Sti'S4" F, a disrmrtea of20.85 feet; THENCE along said rum in a suatheantarly direction through a central angle of 01134103", an ate feaglh of 2035 &M to the FOWr OF Hd€G ING and 4oaroiniug 1,001 uriam kot of 0.023 oran acre ortand. h IL • � °,pats: ABey 10, 2017 ° Aron W< ens. R.P.L. 814E BW Team Regiatratlon Na. tau * W •. Surveyed on lrragr+sulyd ray t2, 2D17 4�e11A" t. 0Man" of ]rnea sh*Wfl h0mm rater 10 add Nalth of thm Tom Coordinate b'yslam at 1 Ws (North Central Xoete; NA083 (2011) Epoch 201% as Ce1WkW Nmgy frpllr W%R%rn Data 5yateall Cerrdnuously Ogera€ing Ratarance 3UWmw iCOfifi) yle heal Time Hinemaga (RTK) atalhods_ An avaragm commnatiot, Factat of CUM was used to Scala grkf word eetes and dblanm to mrinea. 2. lategrm Pam of this survey: D. Legal Qescrfptlatl h Sketch KW 14342 INTERSTATE HWY. $6-Y ul cp Y BT � �• Mni�R 1 p..� 5RU to ip" m C—) q D bK 0 E r ;c 4 r � I � L3 R ;¢���y31� 00• ice\ ✓ GC®4o02 Subsurface and Physical Conditions THIS IMAGE CLEFT INTENTIONALLY BLANK CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 GEOTECHNICAL ENGINEERING STUDY UPPER BIG FOSSIL CREEK DRAINAGE BASIN INTERCEPTOR FORT WORTH, TEXAS Presented To: Teague Nall and Perkins, Inc. January 2017 n PROJECT NO. 131-15-145 7636 Pebble Drive 74)CMJ' ENGI ETRING9 INC. Fort Worth,Tex 76118 cwtvwlcmjengr,col i January 9, 2017 Report No. 131-15-145 Teague tall and Perkins, Inc. 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 7 137 Attar: Mr. Andrew Luce, P. GEOTECONICAL ENGINEERING STUDY UPPER BIG FOSSIL CREEK DRAINAGE BASIN INTERCEPTOR FORT WORTH, TEXAS Dear Mr. Luce_ Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with GMJ Proposal 14-5452 dated December 30, 2014. The geotechnical services were authorized via Tab -consultant Agreement with Teague mall and Perkins, Inc. dated November 9, 2015 and executed by Mr. Ty Hilton, P.E. Engineering analyses and recommendations are contained in the text section of the report.. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered Jor providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Teague fall and Perkins, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING, I TC. rll - S P. Sappington IV, P.E. afro C Engineer Texa No.97402 copies submitted_ (2) Mr. Andrew Luce, RE.; Teague ball and Perkins, Inc. (by mail and emall) Phone (817) 284-94110 _ ......... rax (917) `89 9993 _ klexa (817) 589-9992 TABLE OF CONTENTS Page 1.0 INTRODUCTION -------------------------------------------------------------------------------------------------------- 1 1.1 General-_-.._..------------------------------------------------------------------------------------------------------1 1.2 Purpose and Scope --- - ----------------------------------------------------------------------------------------- 1 1.3 Report Format ----------------------------------------------------------------------------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING ------------------------------------------------------ 2 2.1 Field Exploration ----- -------- ----------------------------------------------------------------------------------- 2 2.2 Laboratory Testing ------------------------- _-------------------------------------------------------------------- 3 3.0 SUBSURFACE CONDITIONS --------------------------------------------------------------------------------------- 3 3.1 Site Geology ------------------------------------------------------------------------------------------------------- 3 3.2 Soil Conditions ---------------------------------------------------------------------------------------------------- 4 3.3 Ground -water Observations----------------------------------------------------------------------------------- 5 4.0 TRENCH 1 BORE EXCAVATIONS -------------------------------------------- ------------------------------------ 6 4.1 Expected Subsurface Conditions----------------------------------------------------------------------------6 4.2 Open Excavation Considerations---------------------------------------------------------------------------- 6 4.3 Comments on Horizontal Bores------------------------------------------------------------------------------ 7 4.4 Trench / Bore Pit ❑ewatering-------------------------------------------------------------------------------- 7 4.5 Pipe Installation Bedding--------------------------------------------------------------------------------------- 8 4.6 Trench Backfill---------------------------------------------------------------------------------------------------- 8 4.7 Trench Backfill Settlement------------------------------------------------------ ---------------------------- -- 9 4.8 Provisions to Reduce Backfill Settlement ------------------------------------------------------------------- 9 4.9 Thrust Block Restraint----------------=------------------------------------------------------------------------ 9 4.10 Lateral Earth Pressures for Below -Grade Structures -------- ----------------------------- =----------- 10 5.0 GENERAL EARTHWORK------------------------------------------------------------------------------------------ 12 5.1 Site Preparation & Field Testing ---------------------------------------------------------------------------- 12 5.2 Excavation ----------------------------- -------------------------------------------------------------------------- 13 5.3 Soil Corrosion Potential ------------------------------------------------- ------------------------------- ------ 13 5.4 Erosion and Sediment Control------------------------------------------------------------------------------ 13 6.0 CONSTRUCTION OBSERVATIONS---------------------------------------------------------------------------- 14 7.0 REPORT CLOSURE ------------------------------------------------------------------------------------------------- 14 APPENDIX A Plate Plan of Borings -----------------------------------------------------------A.1 Unified Soil Classification System---------------------------------------------------------------------------------------A.2 Key to Classification and Symbols --------------------------------------------------------------------------------------- A.3 Logsof Borings----------------------------------------------------------------------------------------------------- A.4 - A.12 Grain Size Distribution Report ------------------------------------------------------------------------------------------ A.13 1.0 INTRODUCTION 1.1 General This report presents the results of a geotechnical engineering study for a proposed sanitary sewer line in Port Worth, Texas. The project, as currently planned, will consist of approximately 9,000 linear feet of new sanitary sewer line primarily through Fossil Creek Golf Course in north Fort Worth. The project includes Main 347 (beginning at North Beach Street) and Main 386 (ends at Western Center Boulevard). The average depth of the existing Main 347 and Main 386 is 15 feet and 20 feet, respectively. Plate A.1, Plan of Borings, depicts the project vicinity and locations of the exploration borings, 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, develop comments on general excavation, and provide recommendations for pipe installation and related structures. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data, to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structures could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No. 131-15-145 CMJ ENGINEERING, INC. 1 Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by nine (9) vertical soil borings. Borings B-1 through B-6 were drilled to a depth of 25 feet and Borings B-7 through B-9 were drilled to a depth of 20 feet along the proposed alignment. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A,4 through A.12 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin -walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 371nch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the Report No.131-15-145 CMJ ENGINEERING, INC. 2 penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Ground -water observations during and after completion of the borings are shown on the upper right of the boring log. Upon completion of the borings, the bore hales were backfilled with soil cuttings and plugged at the surface by hand tamping. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samplesrecovered from the borings. In addition to the classification tests (liquid limits and plastic limits, and particle size analyses), moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring logs. Particle size (sieve and hydrometer) analyses are provided on Plate A.13. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Site Geology According to the Dallas Sheet of the Geologic Atlas of Texas, the project site is geologically located in the Alluvium and Fluviatile Terrace Deposits overlying the Pawpaw, Weno, and Denton Formations of Lower Cretaceous age. The alluvial and terrace deposits are generally a mixture of fine-grained and coarse materials, which are typically layered with grain sizes increasing with ! depth. At the surface the clay portions of these deposits can be moderately to highly active. Ground -water is typically present in these deposits, especially in the proximity of a river or creek. The Pawpaw Weno Denton Formations consist of limestone and shale occasionally with alternating clay layers and typically weathers to form residual deposits of moderately to highly active plastic clay. Report No.131-15-145 CMJ ENGINEERING, INC. 3 3.2 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A, The generalized subsurface stratigraphy encountered in the borings is discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Soils encountered consist of dark brown, brown, light brown, tan and gray silty clays, silty shaly clays, shaly silty clays, and clays. The various soils typically contain calcareous nodules, limestone fragments, fractured limestone seams, occasional limestone layers, and less frequently ironstone nodules. The upper 9 feet in Boring B-2 is noted as possible fill. The soils encountered in the borings had tested Liquid Limits (LL) of 36 to 64 with Plasticity Indices (PI) of 20 to 44 and are classified as CL and CH according to the USCS. The various clayey soils were generally stiff to hard (soil basis) in consistency with pocket penetrometer readings of 1.75 to over 4.5 tsf. Tested unit weight values ranged from 97 to 119 pcf and tested unconfined compressive strength values were 3,770 to 35,970 psf. Tan limestone is next present in Borings B-1, B-3 through B-7 and B-9 at depths of 3 to 15 feet. The tan limestone typically contains clays seams and occasional clay layers and can occur fractured in upper zones. The tan limestone is generally moderately hard to hard (rock basis), with Texas Cone Penetrometer (THD) values of 1 to 45/ inches per 100 hammer blows. Tan and gray limestone is encountered in Boring B-6 from 14 to 16 feet and is considered hard (rock basis), with a THD value of 1 inch for 100 hammer blows. Gray shale is present at a depth of 17 feet in Boring B-4 only, with a thickness of 5 feet. The gray shale contains limestone seams and is moderately hard (rock basis), with a THD value of 3 inches for 100 hammer blows. Gray limestone is next present in all borings at depths of 11 to 22 feet. The gray limestone contains shaly limestone seams, shale seams, and occasional shale layers and is moderately hard to very hard (rock basis), with THD test values ranging from '/ to 2 inches per 100 blows. All borings were terminated within the gray limestone at their respective termination depths, Report No. 131-15-145 CMJ ENCIN66RIN'G, INC. 4 3.3 Ground -water Observations The borings were drilled using continuous flight augers in order to observe ground -water seepage during drilling. Ground -water seepage was encountered during drilling in Borings B-4, B-7 and B-8 at 10 to 15 feet below existing grade. Subsequent water level readings of 10 feet measured at completion in Borings B-4 and B-7, while Boring B-8 was dry at completion. All other borings were dry during drilling and dry at completion of drilling operations. Table 3.3-1 summarizes the water level data. TABLE 3.3-1 Ground -Water Observations Boring Seepage During Water at No. Drilling (ft.) Completion (ft.) B-1 Dry Dry B-2 Dry Dry B-3 Dry Dry B-4 15 10 B-5 Dry Dry B-6 Dry Dry B-7 11 10 B-8 10 Dry B-9 Dry Dry While it is not possible to accurately predict the magnitude of subsurface water fluctuation that aright occur based upon these short-term observations, it should be recognized that ground -water conditions will vary with fluctuations in rainfall. Seepage near the observed levels should be anticipated throughout the year. Fluctuations of the ground -water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. Ground water can flow through more permeable zones or occur atop/within the limestone and should be considered when developing the design and construction plans for the project. Water traveling through the soil (subsurface water) is often unpredictable. This could be due to seasonal changes in ground water and due to the unpredictable nature of ground -water paths. Therefore, it is necessary during construction for the contractor to be observant for ground -water seepage in excavations in order to assess the situation and take appropriate action. Roport No. 131-15-145 CMJ ENGINEERING,INC. 5 Due to the variable subsurface conditions, long-term observations would be necessary to more accurately evaluate the ground -water level. Such observations would require installation of piezometers or observation wells which are sealed to prevent the influence of surface water. 4.0 TRENCH 1 BORE EXCAVATIONS 4.1 Expected Subsurface Conditions The proposed sewer line will be constructed through the Pawpaw, Denton, Weno geological formation soils and rocks, based on geologic mapping data the results of the exploration borings. The depositional composition of this geological formation is generally non -uniform, and the soil thickness and depth to top of tan limestone/gray limestone will vary. Rock hardness can be seen in the majority of the borings to be moderately hard to very hard with most rock containing shale seams and layers in gray limestone. Conventional earth moving equipment is expected to be suitable for excavating the overburden clayey soils, however, the presence of limestone fragments and seams within these clays pose a difficulty in excavation. Limestone fragments or seams can be quite large, very hard, and difficult to remove. Heavy duty excavation equipment will be necessary within the limestone and shale strata, depending on rock hardness. In addition, overexcavation should be anticipated -within the limestones. Overexcavation may result from large blocks or chunks breaking along either weathered or clay seams beyond the planned excavation. Although not encountered in the borings, more granular materials could be present within the influence of the creek and some caving may occur due to the low to non -plastic nature of these materials. 4.2 Open Excavation Considerations The trench excavations should be performed in accordance with OSHA Safety and Health Standards (29 CFR 1926/1919), Subpart P. For excavations less than 5 feet deep through the various clays, it is expected that near vertical excavation walls will be possible. In the case that excavations occur through soft clays, granular soils, non -compacted fill, or submerged soils, it will be necessary to either slope the excavation sidewalls or provide temporary bracing to control excavation wall instability. In addition, for excavations deeper than 5 feet, the excavation sidewalls must be sloped or temporary bracing must be provided, regardless of the soil conditions encountered. Report No.131-15.145 CMj ENGINEERING, INC. l� If open trench cuts are performed within 1.25 times the trench depth of any surface structure, trench shoring (not trench boxes) should be used within open trench cuts performed within this distance. Hydraulic shoring struts should be used and installed during excavation as needed to provide full lateral support to vertical trench sidewalls, and thereby help reduce lateral ground movements near existing structures. A pre -construction condition survey should be performed prior to beginning excavation near any structure that could be affected by the trench excavation to verify existing conditions (existing distress) prior to construction. Construction monitoring should be performed to verify that existing structures are not impacted or damaged by construction operations. 4.3 Comments on Horizontal Bores All borings encountered predominately limestone materials below depths of 3 to 11 feet. Any tunnel bores extending into the limestone strata will be encountering moderately hard to very hard and intact rock. The upper soils also appear to present difficulty in tunnel boring activities, as limestone fragments and seams are present. The limestone materials will likely require rock drilling equipment and tools to remove/excavate/drill through due to their hardness and abrasiveness. Installation by pipe jacking is likely not feasible in these materials, given the predominate presence of the limestones: i 4.4 Trench 1 Bore Pit Dewatering Ground -water seepage was encountered in Borings B-4, B-7, and B-8. Ground -water conditions can vary with seasonal fluctuations in rainfall. Controlling the ground water is essential to construction of the sewer line. Failure to control any encountered ground water could result in trench wall collapse, trench bottom heave, an unstable trench bottom and detrimental pipeline settlement, and pipe deflections after backfilling. Ground -water levels should be maintained at least two feet below the base of the excavation for the full term of construction. Protection of the open excavations should be provided during periods of moderate to heavy rainfall, as surface water will most likely channel and collect in the excavations. The water level should be lowered prior to excavating and should be maintained at this lowered level until the pipe trench is backfilled. It is likely that seepage may be controlled by means of collection ditches, sumps, and pumping. However, in the event that water infiltration rates are high, it may be necessary to install a more elaborate dewatering system. The design of any dewatering system required is the contractor's responsibility. Report No. 131-15-145 CM] ENGINEERING, INC. 7 4.5 Pipe Installation Bedding To assure adequate base support for the pipe, it is recommended that beddinglembedment material be placed around the pipe, 6 inches below the pipe, and 12 inches above the pipe. If concern exists of native backfill above the embedment migrating into the more coarse embedment (and causing backfill settlement), a filter cloth is recommended at the embedment/native soil interface. The filter cloth should cover the entire interface and up through the sidewall a minimum of 1 foot. Bedding material may consist of gravel/stone from 1" to No. 10 sieve size. Gravel should be consolidated upon placement by rodding or pneumatic vibration methods. Such methods should not cause harm or distress to the pipe. The filter cloth should be TenCate Geosynthetics Marifi 140N or equivalent. 4.6 Trench Backfill Pipe embedment should be a coarse -grained cohesionless material that will properly fill the area below the spring line of the pipe. This bedding should extend above- the pipe a minimum of 6 ..inches to provide protection of the pipe during placement of the trench backfill. Site excavated materials are generally considered suitable for use as backfill above the pipe bedding materials. All trench backfill should be free of deleterious materials. Use of rock fragments greater than 4 inches in any dimension should be prohibited, since attaining a uniform moisture and density without voids would be difficult. Sicanificant orocessinq of the on -site limestone will be required in order to utilize as backfill. Backfill should be compacted in maximum 8-inch loose lifts at a minimum of 95 percent of the Standard Proctor density (ASTM D 698). The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand -operated power compactors or small self-propelled compactors. Clay soils having a Plasticity Index greater than 20 should be compacted at a moisture content ranging from 0 to plus 4 percentage points above the optimum moisture content. Granular soils having a PI less than 20 should be compacted at a moisture content ranging from minus 3 to plus 3 percentage points of the optimum moisture content. Jetting to compact the pipe backfill should not be allowed. In areas where settlement of the backfill must be closely controlled, the trench excavation should be backfilled with either cement stabilized sand or flowable concrete having a 28-day compressive strength ranging between 50 and 200 psi. Report No. 131-15-145 CMj ENGINEERING, INC. In order to reduce the potential for erosion, cement stabilized sands or flowable concrete can also be considered where the pipe exits slopes associated with drainage swales, and will not require compaction after placement. 4.7 Trench Backfill Settlement Settlement of the backfill soils should be anticipated. It is anticipated that properly compacted on - site clay fill soils will settle between about 1 and 2 percent of the fill thickness. For example, 10 feet of fill would be expected to settle on the order of 1.2 to 2.4 inches. The trench backfill could be over -built in order to reduce the potential for a surface depression along the trench centerline. We recommend the backfill be crowned. The centerline of the excavation should be over -built by one foot and sloped down to match grade at the edge of the excavation. 4.8 Provisions to Reduce Backfill Settlement Field testing will be a critical element in controlling the compaction of the backfill to limit settlement. All trench backfilling in these critical areas shall include full-time observation of soil compaction by an experienced geotechnician under the supervision of the geotechnical engineer. The contractor should provide protection for the .testing/inspection personnel while working in the trenches, and shall move the protective shield/shoring such that areas to be tested are readily accessible. The compacted moisture/density of all backfill soils should be tested at a rate of one test per 100 linear feet of trench, for each lift of fill placed, during compaction. Digging through existing lifts of backfill to access and test underlying lifts should not be allowed. 4.9 Thrust Block Restraint Selected piping alignment changes may require thrust blocks to convey lateral pressures to the soils without causing undue movement of the pipe. Thrust block restraint in the upper clays may use an equivalent vertical (downward) or horizontal capacity of 1,500 pounds per square foot. For the intact limestones or shale, an equivalent vertical (downward) or horizontal thrust block restraint soil capacity may use 4,000 pounds per square foot. These values utilize a factor of safety equal three for bearing. Additionally, the values assume neat vertical cuts (and maintained throughout Report No. 131-15-145 CMJ ENGINEERING, INC. 9 construction) of existing soils and intimate contact between the thrust block concrete and natural undisturbed soils or rock. 4.10 Lateral Earth Pressures for Below -Grade Structures 4.10.1 General Retaining walls must be designed for lateral pressures including, but not necessarily limited to, earth, water, surcharge, swelling, and vibration. In addition, the lateral pressures will be influenced by whether the backfill is drained or undralned, and above or below the ground -water table. 4.10.2 Equivalent Fluid Pressures Lateral earth pressures on retaining walls will depend on a variety of factors, including the type of soils behind the well, the condition of the soils, and the drainage conditions behind the wall. Recommended lateral earth pressures expressed as equivalent fluid pressures, per foot of wall height, are presented in Table 4,10.2-1 for a wall with a level backfill behind the top of the wall, The equivalent fluid pressure for an undrained condition should be used if a drainage system is not present to remove water trapped in the backfill and behind the wall. Pressures are provided for at - rest and active eart4 pressure conditions. In order to allow for an active condition the top of the wall(s) must deflect on the order of 0.4 percent, For the select fill or free draining granular backfill, these values assume that a "full" wedge of the material is present behind the wall. The wedge is defined where the wall backfill limits extend outward at least 2 feet from the base of the wall and then upward on a 1 H:2V slope. For narrower backfill widths of granular or select fill soils, the equivalent fluid pressures for the on -site soils should be used. TAUS 4.10.2-1 Equivalent Fluid Pressures At -Rest Equivalent Active Equivalent Backfill Material Fluid Pressure (pcf) Fluid Pressure (pcf) Drained Undrained Drained Undrained Excavated on -site clay or clay fill 100 110 85 100 material Select fill or on -site soils meeting 65 90 50 85 material specifications Free draining granular backfill 50 90 35 80 material I Report No. 131-15-145 CMJ ENGINEERING, INC. 10 4.10.3 Additional Lateral Pressures The location and magnitude of permanent surcharge loads (if present) should be determined, and the additional pressure generated by these loads such as the weight of construction equipment and vehicular loads that are used at the time the structures are being built must also be considered in the design. The effect of this or any other surcharge loading may be accounted for by adding an additional uniform load to the full depth of the side walls equivalent to one-half of the expected vertical surcharge intensity for select backfill materials, or equal to the full vertical surcharge intensity for clay backfill. The equivalent fluid pressures, given here, do not include a safety factor. Analysis of surcharge loads (if any) should be performed on a case -by -case basis. This is not included in the scope of this study. These services can be provided as additional services upon request. 4.10.4 Wall Backf l Material Requirements Granular Wall Backfill: All free draining granular wall backfill material should be a crushed stone, sand/gravel mixture, or sand/crushed stone mixture. The material should have less than 3 percent passing the No. 200 sieve and less than 30 percent passing the No. 40 sieve. The minus No. 40 sieve material should be non -plastic. Granular wall backfill should not be water jetted during installation. Select Fill Behind Walls: All wall select backfill should consist of clayey sand and/or sandy clay material with a plasticity index of 16 or less, with a liquid limit not exceeding 35. The select fill should be placed in maximum 8-inch lifts and compacted to between 95 and 100 percent of ASTM D 698 within a moisture range of plus to minus 3 percentage points of the optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment and should be compacted between 90 and 95 percent of the ASTM D 698. On -Site Soil Backfill: For wall backfill areas with site -excavated materials or similar imported materials, all oversized fragments larger than four inches in maximum dimension should be removed from the backfill materials prior to placement. The backfill should be free of all organic and deleterious materials, and should be placed in maximum 8-inch compacted lifts at a minimum of 95 percent of ASTM D 698 within a moisture range of plus to minus 3 percentage points of optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment, and should be between 90 and 95 percent of the ASTM D 698, Report No. 131-15-145 CMJ ENGINEERING, INC. 11 I I I F UOKCIA I JI a-:04MATIM9121 1 5.1 Site Preparation & Field Testing The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand -operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. Fill material should be compacted to at least 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnical working in conjunction Report No. 131-15-145 CMJ ENGINEERING, INC. 12 with the project geotechnical engineer. Field testing is a critical element in controlling the compaction of fill to limit settlement. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 5.2 Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should tie designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. E Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 5.3 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 5.4 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with Report No. 131.15-145 CM] ENGMEaING, INC. 13 permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 6.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 7.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual -manual procedures were used to generally classify each stratum. Therefore, it should be understood that Report No. 131-15-145 CMJ ENGINEERING, ZNC. 14 the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground -water conditions, this report presents data on ground -water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground -water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. , The analyses, conclusions and recommendations contained in this report are _based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to Report No. 131-15.145 CMJ ENGINEERING, INC. 15 determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Teague Nall and Perkins, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members -of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 131-15-145 CMJ ENGINEERING, INC. 16 #tY .rtN i• rrr - rAll } 4f� ..,+. .� r_- , r'yi— }go-+ r� wv x r err - � �• .� � ".�. r�'k=�` - �i • ;ate' _ ob _ J ir OL Major Divisions Grp- Typical Names am -� y 0 C t5 N _� N d5 J W N N 9 M '0 Z& a W � Lu v 't ++ O O c 0 cv m 0 2 E o -o r. Z C: '� 0 coo •-cam., _v, ,ro ? N b N b CL � � .m v �y ca N M o (4 4 N w m N 4- (p k= y v G Z7 2 'V L tt f0 pCO O N U 0 rli C m a._ � � CL N 0 0 N 0 ZE Laboratory Classification Criteria Well -graded gravels, gravel- mQD Cen D30)z GW sand mixtures, little or no C� greater than 4: Cc=--{ ----- between 1 and 3 fines 0 DID DID x D60 a c [l U N Co xh0 Poorly graded gravels, gravel Z E GP sand mixtures, little or no (h u) N Not meeting all gradation requirements for GW tines 0 c7 3 m :� Liquid and Plastic limits GM 5EI1y gravels, gravel -sand -silt ,� C7 � below "A" line or P.I. Liquid and plastic limits mixtures ? greater than 4 plotting in hatched zone between 4 and 7 are N C)Doborderline .N Liquid and Plastic limits cases GC Clayey gravels, gravel -sand- N C C;; above "A" line with P.I. requiring use of dual clay mixtures greater than 7 symbols Well graded sands, gravelly L o m m �a o m RG0 Ida-)s SW sands, little or no fines Lo LO Cu _- greater than 6: C� DID --- --- between 1 and 3 DID x D60 � a Poorly graded sands; cCo SP gravelly sands, little or no c m ; Not meeting all gradation requirements for SW fines ° Lr_ (D O p In 0) Q• N r LOCD a w a Liquid and Plastic limits SM Silty sands, sand -slit mixtures C o �; U) -5 � N below "A" line or P.!. less Liquid and plastic limits ,- than 4 plotting between 4 and 7 co Q are borderline cases r .0 Liquid and Plastic limits requiring use of dual SC Clayey sands, sand -clay € = above "A" line with P.. symbols mixtures m D 'N i v ro great&than 7 Inorganic silts and very fine ML sands, rock flour, silty or clayey fine sands, or clayey silts with slight plasticity 60 Inorganic clays of low to CL medium plasticity, gravelly clays, sandy clays, silty clays, 50 and lean clays OL Organic silts and organic silty 40 clays of low plasticity m Inorganic silts, micaceous or .-3n :N MH diatomaceous fine sandy or Q silty soils, elastic silts zV CH Inorganic clays of high plasticity, fat clays OH Organic clays of medium to high plasticity, organic silts U Peat and other highly organic z o ° Pt soils UNIFIED SOIL CLASSIFICATION SYSTEM 1c q�v MLaidOL o V 0 10 20 30 40 50 60 70 80 90 100 Liquid Limit Plasticity Chart PLATE A.2 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE I® o a -SAND ® n SANDY ^ SHALE ® ®mo o ISILT SILTY —' .SANDSTONE NICLAYEY HIGHLY CONGLOMERATE PLASTIC CLAY , X Shelby Auger Split Rock Cone No Tribe Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.6 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve Penetration Resistance Descriptive Item Relative Density (blowsifoot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are stick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. and iron oxide are common cementing materials Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. I Boring No. Project Upper Big Fossil Creek Interceptor CMJ 6NC1NFrRtNc;imc. 131-16-145 Bsi Fort Worth, Texas Location Water Observations See Plate AA No seepage encountered during drilling; dry at completion Completion Completion Depth 25.01 Date 12-14.16 Surface Elevation Type B-53 wt CFA Stratum Description SILTY CLAY, light brown to tan, wl calcareous nodules stiff to hard wl limestone fragments and fractured limestone seams below 4' --\LJMESTONE, tan, fractured / SHALY SILTY CLAY, tan, wl ironstone nodules, hard LIMESTONE, tan, w/ clay seams, moderately hard LIMESTONE, gray, w/ shaly limestone seams and Shale seams, hard to very hard Z d m o LOG OF BORING NO, B-1 J Ol O� 0 N Z e §� �i 0� N �N U� ��l �� U 3 o�- N> �= x m �_++coE� 00 O r m U' owe? rX ac cah 'rL0 ��',4 -1-1 AV a- A, o 9 0o 20 cni =1I coo �C)n. 3.0 24 4,5+ 1 4.25 90 38 18 20 1 18 1.75 � 8 f I I 1 4.5+ _ 17 114 I 77601 0014.25" k f I 100/1.5" I I � i I I I I 100/1'. I f . - f 11a0ros'- I PLATE A.4 Project No. Boring No. Project Upper Big Fossil Creek Interceptor cmi IINGINEBRING INC, 131-15-145 B-2 Fort Worth, Texas Location Water Observations See Plate A.1 No seepage encountered during drilling; dry at completion Completion Completion Depth 25 0. Date 12-14-16 Surface Elevation Type it o 0 c E ) 1 -20- B-53 wf CFA Stratum Description SILTY CLAY, brown and tan, wl limestone fragments and calcareous nodules, stiff to hard (possible fill) -w/ ironstone nodules below 7' SILTY CLAY, brown, w/ fractured limestone seams, hard SILTY SHALY CLAY. brown and gray, wf ironstone nodules, hard LIMESTONE, gray, w/ shaly limestone seams and shale seams and layers, very hard U' 2 O m U- O 0 LOG OF BORING NO. B-2 N C � Cr o U- CDd C Vj U rG 7 u1 Cl o0)(6 m, uE mF= ma oo o' of ino.F ILU) �.a a rL— Z MUa 2.5 I 4.5+ 17 I 4.5+ 4.5+ 4.5+ 15 110 22060 4,5+ 47 16 31 12 1 4,5+ 14 I 10010.25' 14 PLATE A. a Project No. Boring No. Project Upper Big Fossil Creek Interceptor CMJ eNcirrsnrziNcrnrc. 131 16 14, I RDA Fort Worth Texas Location Water Observations See Plate A.1 No seepage encountered during drilling; dry at completion Completion Completion Depth 25.0Data 12-14-16 Surface Elevation Type B-53 wl Ci=A Stratum ®ascription SILTY CLAY, dark brown, w/ calcareous nodules, fractured limestone seams and limestone fragments, very stiff to hard SILTY CLAY, tan and brown, wl fractured limestone seams and ironstone nodules, hard LIMESTONE, tan, occasionally fractured, wl clay seams, moderately hard LIMESTONE, gray, wl shaly limestone seams and shale seams, hard to very hard F 0 U' f.7 m z K O m I.. O o LAG OF BORING NO, Boa rn 6 N [i o� Z o �� moo' �" >7 N O U C i 1 rl l a_O 3 C CD fn U) N 6� N- la � N N a .� a 6 c: U E C o o of aOCLF o_N JJ il._f aS �0 Z)� =)UrL 4.25 29 4.5+ 4.5+ 43 15 28 19 98 59301 1 4.5+ 4.5+ I 7 I f 10014.6" I I [10011.25'' I 1 I I I 1 - I 1 oaro.4° I I 1 I I 10010.25" Project No. Boring No. Project Upper Big Fossil Creek Interceptor CMJ ENCTNFERINGINC 131-15-145 B-4 Fort Worth, Texas Location Water Observations See Plate A.1 Seepage at 15' during drilling; water at 10' at completion Completion Completion Depth 25.0- Date 12-14-1 B Surface Elevation Type B-53 w1 CFA u o pCn Stratum Description SILTY CLAY, brown, wl calcareous nodules, very stiff to hard SILTY CLAY, light brown, wl fractured limestone - 5 _ -1 seams, hard - - LIMESTONE, tan, fractured, wl clay seams and layers, moderately hard -10- 15- - LIMESTONE, tan, wl clay seams - - SHALE, gray, w/ limestone seams, moderately hard LIMESTONE, gray, wl shaly limestone seams and shale seams, hard to very hard ---2,------------- --- _..- _-_______ T 0 z 0 m LL o LOG OF BORING NO. B-4 p6 N cp o z o '. a� 0)ui o9 "N- U UNM— mao NQ1 U 3 W 4 0. o m ma..r ca qEc QLii JJ m m� a'S a= 00 �v 4.0 49 18 31 22 i i 4.5+ i i 4.5* 12 97 41501 q i 4,5+ i I i 4.5+ 11 i I 7 I i 0014.25' i +� I 4.5+ I i - 21 i I i 10013'. I � _I i !I 1oa11" PLATE A-7 CMJ ENGINEERING INC. Project No. I Boring No. Project Lipper Big Fossil Creek Interceptor 131-15-145 Bay Fort Worth, Texas Location Water Observations See Plate A.1 No seepage encountered during drilling; dry at completion Completion Completion Depth 25.0- Date 12-14-16 I Surface Elevation Type B-53 wl CPA a I E E p', o.F N e i - 9� a N a Stratum Description o zo o ..4� 2 o U ❑ 3,y y Tt=r g.tF nazi .5 []U $ E- W cr 2a)� oC [� CO aL m� of mE Ix (0 M M ci -A coal ov C; CL � U � -J Goo '� CLAY, dark brown to brown, wl calcareous nodules 3.5 L and ironstone nodules, very stiff to hard I 4.5+ 25 I 4.5+ I _ 4.5+ - 5 4.5+ I 17 113 15750I I - 11 4.5+ 91 60 20 40 16 i I SILTY CLAY, light brown to tan, w1 calcareous 1 4.5+ 17 = 10 nodules, ironstone nodules, and fractured limestone seams, hard -15 LIMESTONE, tan LIMESTONE. gray, wl shaly limestone seams and shale seams and layers, hard to very hard ---20 25— - - - - - - - - - - - - - - - -- --- --- - - - 0 z 0 m 0 0 LOG OF BORING No. B-5 4.5+ 100111, 100111, I I 15 I I I I I I I PLATE A.S J Project No. Boring No. 131-15-145 B-6 Location See Plate A-1 Completion Completion Depth 25.09 Date 12-15-16 Surface Elevation i� a 8 Project CMJ BNGINERRING INC Upper Big Fossil Creek Interceptor Fort Worth, Texas Water Observations No seepage encountered during drilling; dry at completion Type B-53 wl CFA a co Stratum Description CLAY, brown, wl calcareous nodules and limestone fragments, very stiff to hard LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard SILTY CLAY 1 SILTY SHALY CLAY, tan and gray LIMESTONE, tan and gray, hard to very hard LIMESTONE, gray, wl shaly limestone seams and shale,seams and layers, hard to very hard - 1' thick shale layer at 18' c9 z 0 m U. 0 o LOG OF BORING NO J 6 oa N 0 C� 7 � N fLLL �Ul 'ate tll .0 Ndl :-� 'y � 0 m-0 �N N f" OO �V p . E U 3 W C7 ONV. 61= BE ,pN C OO 4.5 51 20 31 24 103 37701 4.5+ 4,5+ 15 10012" I� I10011.C)" j 10011" i I h 00/0,75' PLAYS A.9 CMJ 6NGINUMNGINC• Project No. Boring No. Project Upper Big Fossil Creek Interceptor 131-15-145 I BA7 Fort Worth, Texas Location Water Observations See Plate AA Seepage at 11' during drilling; water at 10' at completion Completion Completion Depth 20.0. Date 12-15-16 1 Surface Elevation Type B-53 wl CFA m CL 4. 7>1 N M O a o � _ }} 4 LL .y Q' A Stratum Description 3 N.L. "E N'O 4 0. [0 IT F- -r CT A rl [n :::1 0- 0 [L - OOr-� � 0 Oq . SILTY CLAY, dark brown, wl calcareous nodules, 4.5+ /" / hard 4 5+ 18 r- --15 -T-20 :L Z -wl occasional calcareous deposits below 7' SILTY CLAY, tan, wl fractured limestone seams LIMESTONE, tan LIMESTONE, gray, wl shaly limestone seams and shale seams, moderately hard to hard it O m LL - a o LOG OF BORING NO. Bd7 4.5+ 4.5+ 4.5+ 86 49 17 32 14 f 4,5+ 14 116 359701 1 4.5+ 14 10012° �0011,75' PLATE A.1® Project No. Boring No. Project Upper Big Fossil Creek Interceptor 131-16-145 B-8 Fort Worth, Texas Location Water Observations See Plate A.1 Seepage at 10' during drilling; dry at completion Completion Completion Depth 20.0' Date 12-15-16 Surface Elevation Type B-53 w! CFA Stratum Description CLAY, dark brown, w/ iimostone fragments and calcareous nodules, hard -w/ occasional fractured Ilmesone seams below 2' SILTY CLAY, tan, wl fractured limestone seams and layers LIMESTONE, gray, w/ shaly limestone seams and shale seams, hard to very hard C7 Z O ao O 0o LOG OF BORING NO CMJ ENGRVRRRINC INC. I 61 N cIl o W O_lo e y 2CL W C{ rr O W ma.r (U .� 6 E am :r:.`, 1� E IL-J (tl U a 5 O O C no �_, C O O Z)Ua 4.5+ --- 19 1 4.5+ 1 4.5+ 12 119 298701 4.5+ 1 1 4.5+ 64 20 44 17 k 110010.91, PLATE A.11 Project No. Boring No. Project Upper Big Fossil Creek Interceptor CM] IINGINSLIIING INC. 131-13-146 I B-9 Fort Worth, Texas Location Water Observations See Plate A.1 No seepage encountered during drilling; dry at completion Completion Completion Depth 20.0 Data 12-15-16 Surface Elevation Type B-63 wl CI=A W o ca + � yy Stratum description o a M� o z i a Nam d .2 EU a.�51yc .aa� 8= Earz W Ci N 6E NE v oo c� aeo l W ca Jn.LLB CL U B U R SILTY CLAY, brown to dark brown, w/ calcareous 4.5+ 14 nodules and limestone fragments, very stiff to hard 3.0 -wl fractured limestone seams above 1' 4.5+ 22 102 7080 I 4.5+ 1 — � I SILTY CLAY, tan, w/ fractured limestone seams 4.5+ 36 16 20 9 5 and limestone fragments, hard 4.5+ 13 4.5+ 18 LIMESTONE, tan LIMESTONE, gray, wf shaly limestone seams and shale seams, very hard 0010"75' I I 1100/0.9" --20= _ - - -- T C7 z W O O 0 LOG OF BORING NO. B-9 PLATE A.12 rr w Z IL i— Z w U rr w n N X 0 r• Particle Size Distribution Deport C C C C C O O O O O 0 O O 100 I I I I I Y r I I I I I I _ g0 I I II I I- I 1 ( I I f l I I I ! I I 1 I I I I l I I I I ! I I I I I I I 1 I I ! € I l l l f Ira (30 190 I I I I I I I I 1 I I I I 40 - I -- l—i-d I 4— 1 1 I I I I I I I I I I I I I I 30 i 414- 1 ! 1 1 1 1 I I i t i t I I I I I I I I I ! I I ! f ( I I I I 20 1 —4 —I- —1-1 - -1- - - I 1 I I 1 f I I I I I I I I I I I I I I I I -4 1I 11 I 0_ I 1--I_ _L� 4 �1__— 100 10 -- 0." 0.11 0.001 GRAIN SIZE - mm. +31' % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.5 1.9 2.9 3.5 32.9 58.3 ILL PL Dgjq Dr,() D.FiO D.q'n Dqg Dln Cc Cir 50 20 0.0463 0,0059 0.0022 Material Description USCS AASHTO CH Project No. 131-14-145 Client: Teague, Nail & Perkins Project: Upper Big Fossil Creek Interceptor 0 Depth: T-8' Sample Number: I3-5 CIVIJ ENGINEERING, INC. (Remarks: Fort Worth, Texas PLATE A.13 GC-4o04 Underground Facilities THIS PAGE CLEFT INTENTIONALLY LY BLANK CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 F- 4 tnp to@gate nail A parkins TEST HOLE DATA FORM feaque nail & perkins 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 76137 817.336.5773 ph 817.332.7756 fx www.inpinc.com Test Hole: 1 I Point Number: 9001 I Project Number: FTW14342 !Completion Date: 9/13/2017 Location: 58' west of the west curb of SIB N. Beach St. & 132' north of the north curb of Paula Ridge Ct. Client: City of Fort Worth City/Town: Fort Worth County: Tarrant i State: Texas J Utility Owner: City of Fort Worth Utility Type: Water Pavement Thickness/Type: N/A Utility Size & Material: 36" Concrete Cylinder Pipe (Size Per Plans) PLAN VIEW (NTS) off, rF�Y y P ® Andrew R Luce ®................... ........� 110084�� 1 0' CENSON�,�= h 0 ®®®��� 1-31-18 C: Andrew R. Luce, PE Benchmark Information: C P2 (E11=582.27') 5/8"CIRF "TNP RANDOM" CP3 (EL=573.16') 5/8"CIRF "TNP RANDOM" SURVEY INFORMATION I Horizontal Datum: Texas State Plane Coordinate System, North Central Zone 4202, NAD83 (2011) Epoch 2010 I Surface Adjustment Factor— 1,00012 Vertical Datum: NGVD29 (City of Fort Worth Benchmark 8554 held fixed.) POINT NORTHING EASTING ELEVATION DESCRIPTION 9001 I 6996313.83 2340216.61 576.65 Natural Ground 9001 6996313.83 2340216,61 564.95 36" Concrete Cylinder Pipe SECTIONAL VIEW (NTS) r **1 ELEV. SURVEY MARKER— j DA; _� .� ,+_— ,�y�-IArill I 576.65 (5/8"CIRS) ZEST H%9 # ' VIR jE{T !- _'_ EXISTING NATURAL GRADE GROUND qp;}I DEPTH (TOP) CCRihl_ " 11.70 NOTES. fr'., .. � I 564.95 MM ELEV.(TOP) 0 Survey Manager: Steve Hampton (Width= 36 Inches) Field Manacler: Luis Cardoza Surveyed By: C. Tarango I Date: 9/13/2017 J F- ^* tnp league null & perkins TEST HOLE DATA FORM teaque null & perkins 5237 N. Ill Drive, Suite 100 Fort Worthjexas 76137 817.336.5773 ph 817.332.7756 fx www.fnpinc.com Test Hole: 3 I Point Number. 9003 I Project Number. FTW14342 I Completion Date: 9/13/2017 Location: 58' west of the west curb of SB N. Beach St. & 132' north of the north curb of Paula Ridge Ct, Client: City of Fort Worth City/Town: City of Fort Worth County: Tarront I State: Texas Utility Owner: City of Fort Worth Utility Type: Water Pavement Thickness/Type: N/A Utility Size & Material: 36" Concrete Cylinder Pipe (Size Per Plans) PLAN VIEW (NTS) OF r Samuel P Knight ®®� 125845 4� CENS`CD. tt v 9/19/2017 Samuel P Knight, PE Benchmark Information: CP2 (EL-582.27') 5/8"CIRF "TNP RANDOM" CP3 (EL=573.16') 5/8"CIRF "TNP RANDOM" SURVEY INFORMATION Horizontal Datum: Texas State Plane Coordinate System, North Central /one 4202, NA083 (2011) Epoch 2010 Surface Adjustment Factor— 1,00012 Vertical Datum: NAVD88 POINT NORTHING EASTING ELEVATION DESCRIPTION 9003 6996313.83 2340216.61 576.65 Natural Ground 9003 6996313.83 2340216.61 564.95 36" Concrete Cylinder Pipe SECTIONAL VIEW (NITS) ELEV. SURVEY MARKER 576.65 (5/8"CIRS) EXISTING NATURAL GRADE GROUND DEPTH (TOP) 1 11.70 1 564.95 ELEV.(TOP) 0 (Width= 36 Inches) Field Monager: Luis Cardozo Date: 9/13/2017 A 1 �uxf Y,LJ to Odd* Vaw 9"lru _W jj!j" a4l p .3 hkJ Lr% I i I zz aMldtla !0.,pI GAIN dx W c� 4 { 131 'S Jr i:13 W3 iIRRa-i 301�,'S lf'W JI9-M•/H ka M P{ LJ 9 - A; .':+0; q I r CITY OF FORT WORTH , TEXAS WATER DEPARTMENT OIE°IE°-Sff7CIE SANH7CAIE8.SY SIEWIER ILI[IE7[° S7TA7CffGN SUMMERFIELDS CONTRACT II SEWER PROJECT NO- 106-13000-718 \ PROJECT LOCATION i . � Wn..uc� wiT�neyo a.i / C L I F OVER CASH M ec OFF•51 SAN17A3Y LIFT STATI N 5EWEf--LINE C' r BQe j sn iei MAYOR R.N, LINE CITY MANAGER rucxa.ke GARY GWYN Asset CITY MANAGER `aej l.azp t-xo �a. CARTER & BURGESS, INC. ENGINEERS -PLANNERS 1100 MACON FORT WORTH, TEXAS J. L. ROBINSON WATER DEPARTMENT DIRECTOR J.R. HENDRICK Asst. DIRECTOR OF WATER DEPT. JACK M. GRAHAM PUBLIC WORKS DIRECTOR SET5�' • P f. 7 �.1 rv/l/�R DAMES B, N'LLER, P.L t'.1 PaWE� E EP MIEER .WATER DEPARTMENT "E NEEa r •P WCK M GRANAM,P.E. ro+ L w, PUBLIC *MS gREC= �! " SORAERFIE,OSAOOITION ill �" /' �� /%��/J/1 c np`` •� \4 � 1 �a. \ {5 f � ....��'!=_ __ \\\�... �. YO "�li� 1, i\ it r'� �..�- ••'I r,� `, .��}� �����;� I \��'�,'•� ` - I'�i`��\� ��._./�J — \, I[�V� � pp lr5t '•' ,'',fir• w �' •. j��� -1 . � E �. _ -r�j�`,��� �-'�.r\�L�.-. c\ u CI `�'� 1\�l• I! � J �M1 ,� �.�. 1j1 _ E � \ �" _--� �,\ �'.r . ,.n � 1 I '1�1 �1'I�T� �-`�� 1 �f �\ �1�\� \\ .\� \ \,111 _ ; Li�•hIAT3D � ��'-h .( '"�'C �.?e �v � � �� � �V.���'� �S�v• I�(li�l��� `I�l l�l hR1�`�,�y������ I ���%�tfr'r Ir 1 �'y/�'�+��� � � �. � ���. �.• �I"`fit >V id; i� I��,�_ ��� ` ��1'1�������`vJl�l� `��� 1'�� 'N i w( - '�-1 � � ("•m� '`- Y ��--�:� `, .�,,: . 'F- } Ir1141T NlNIAXdlrilu swAr slmw m Nln •!• NAm 1 '"1 •f/ \.� i - — �"` y p j 1 lelmuw ImAn 1. jM.'w wuu mnan+fi _:S SO sGlnL,slcclES<Anns. � I� �� y � �' �� ?.`33--- � � ✓ a ALINNL[I iGR111E IFI! [IfLLli NINS 111i11G 1[f111i 9 NI YEMELDCEE9 ENDIII IS % MUSE Kl WNTR91. Po M USN 18 K-"A K'S, Mfi PoIXIa,NIMINIY OIDN TL I\ f ' `f 1 1 I 'i+f • , 7) ♦ ,D IlL MUM ANO SANITARY SI LINES MAVE NEEm DESINNEC WIN Ys WTA 91TAINED XY IENu ilyy sYryEYS, CITY OF FORT WORTH, TEXAS CJ WATER DEPARTMENT p OFFSITESIDS AWITION DPER •'•\ �, \_ � � + � / / \ % / 1 I 1 9i A�1- �Y' FFSI E SANITARY SE11ER \,I TO SERVE SLINERFIELOS AWITINI /~"\- \ _ LAY OUT 6HEET CARTER B BSNADMI CCC / _ _ •`4tl'�.'\ .EfuGmEERs x s-Em pEElpxap= •� -,9 O _ aoO 809 1200 I8O0 ' 2oQ0 RIt ExDED' + Y,•_. _\ A I` ��� +` 3z.augNln6 /= � 1 ; 9 GRAPHIC $CALE� IN FEE �•• L `f r.✓ Q+l ;:%F CE EN41NEER� Px9rECT sXEET InawN. NDE — - --~� nrtc [W XA lA- 9�18 IDe.tippp-T 11 I I pF 8 yqc aw�f!sra,LyeAslo4al d�111L � TA!lC7 A No. 13�•9 � , . ' CAUTION S 1�� s4�fiVEY - AS57RAC� F{p$li`l5OIV?m UNDERGROUND PIPE OR E5 ~ y JASvI!Y1 m'S'�9ES�HF� WRP. '}yea• fdwdE LL5, su'4 I ivros,w �� CABLE IN THIS AREA ig�PiiY.i �i61ri4 p I _ 5 � � R r�� y r` FSEf oGTE TN15 SsitT) FE� � ."�� 1 � �—r $ � PERXnxflIT Sa' EASEMENT a T sA. is+wT l Vy S_xas�sa'la�x s ' R fuTURE��; I }` ` PT• n , � �— —`� - ����' uME 'cam— 1~��— ��' d +n� / ��,3�•' � / TL T LIN='A'�wN.•r,'s I 1I4 m�` � � _ �� —� a 4 srA.dyw u11E'c' • T, ! siw. 59W0 BEAp sr. g t1l I _ OF uE�CR Fo851L _l1 y ._ �pp S.II R.LYOL�TjR.kANREENIXCLT m cIl •; � �^' lI1I`�' k 7 Myl.�-. fi MTIM Iv a I1y ;v = ` '1 NOTE: PRIOR TO �IIG IICW IN VICINITY OF NR p: �s �A ^' lII 1 C' A TF"EF•CxE OR TFLECRnPN LINE THE WNTRACTLR 5.^ C n „(} - f'3® I] ` m I c ElaALL ccKTACT C.H" FCRF55 334"OxOH SPar11nEST 1 L I N E 1 S $ 1 VI 64L 7FLIDNOIE OO.AYO WESTERN WION TEcEE3iAPN - 1 +1 { { 1 W. PARE 335-5RC13 �� s3 16 c 2oco_:. CONCRETE CAP DETAIL l yh h' PILi GRAPHIC SC4LE IN IFEIT Nnc ETYPE TdPINAdEVX TtN'NAY .�"s - W I) Rt1pMAL OF TXF FNISTIp EINhxPNEnt IT T11E L4GTIOX - --- I --- m I! {. _ T" O 11E L IT ST4IN WILL YE EUIXSIO RY TO 711E LI LR ELEY. _F_ � T I ve. I zT Ir 'TO STATION COMMOTION (m urn rAw T) _ F[ wr.ex4uxO f Q - _ }l f I to • WATOI NXI M — '_ �� -.Z --� 1 _-' \L-- I rt1 I I _ V I6 _}._�. sa _. I .l .. PYIYri EEN AP OF RR°7 ___L — CN s'I' 0.E 5Q6L1 srR.m4c. eaom /—^i, I !iiiCl ..s-F - — x 55d.13 IY 55C6B A y1 C OF FORT WO2�H.r WATER DEPA � .� . _ T �F TEXAS RTMENT OFF -SITE 5ANITAFf SEWER LIVE 'C' I 7 1 M SERVE M44ERFIELL AtLT171CH - FLAN i BOT'OM Of NE[ NELL - �Ty. P a.2s IO P�FI LE cs Tor OF LIST STATION �� - : - - I . - 116RK5 DIN REACH OOVEI g r� - T=LE 5C - DE—EC!CARTE Ffss E55 I'm ELEY.545.41 'I - i ELEY.57.B.49 I . 3C�F0 I IL ER II� �,IIeeGsnoE BENCH I r L ,� 5y 8 �R xn';w arNi NATp1GA�RUM oeswx xruxc x — ' T - - - n� _ _ 11 h 31We xx ELEV.EE3 ae— iDtl. N.Y.Y. 1 :. j,. 19RAWN� A.Y.Y. 1W.13000'141`{ 1`oFeTN EKIFr.R or WEEK +� e. I.R FrY.ls.x.0 ' BIG xc p G� .FS= 1pM'S9 �Ek _ CJ�s'� L.JAC 10ST9 6 G, IMEE XULT , rBlu4F IOX, eACE 1Y8 j4 4r1E � � 14• CYTiEYFWe 1 InES11FYr Sir. T' 16f1' Ski \ JJ b. t T •Q6, �tq i•is.io� ." B ��� s y8 \\ � �•Isr�• Ej LINE W �. TACT Nb, S \ �PPxtK-mPl BAIF o 4 �0 yceo LEIzo lea zoo ABs R7App p1' ���`�fv� FEET - - T A!- T e 11 I � k. ! � 1 1 I:. jj ��. 1 + I 1 1- 1 � oE. ELEr. I E P � •1 1 F . - .A �I ,� _-s•- � {L��--' jy} � -�Ie!��:'..1 -1 1 ...i•..� t E i 1 [F 1'. �_ -r-'1 � .f�•�'i .;wo,._�; 1� t 510 6! _-iFIYT.k. OF LAEEF xs� - r.k t }-:'„� �TM--.T=, ?a Y.e.oYark t I,=�•'*r1"' - �i __ _ TT r, + _ — �.I- i�TI i !'•r ' F.-,-`- a• xS.oY o.a rooa—+�~-I. i._ir.�-- IPI xo r Z. CITY 0 as WATER �DEPARTMENT I L � � -� - T, Oil 5WTM SEKE LINE •c' T - I _ -IT r 1 �-i_ �i ' 5`A_ TO 3Ble SlI1�PFIELgS ADDITION clw TA x0.sms am m as NE5r _M _ � �_ - J s - _ "` i' NN-PROFILE LL _ Rom, t i L__. 'ur•: - EAp115T 04YA SIG P6551L, R9F,➢5'r I t'---i--f --- _L F I I }. -� STA. 10�95.� TO SiA.23Wa {{.��} _ CARTER S EURMIS BEY.STb.19 T�'�i- L. �+ �r�_ r r '� ,yxs4 - 11f•a [n41NEEP5 f p• am s.Yl aml...:l ruwLT Ts• r i . I , i{I -� -• :, -. - • �'- P , N0.20 01 U.wALL J1�._ F •_ Y { •?'r'•'dy-tm�F _ [vlcx[u' { BEY b9a•a9- F I I . I _ 1 f C - - _ = i. r- �'[[T E _ _ _� .'` _ �j'- _ •"Y- ,,,i �Sszx cxwxEE`4.'� 717, ��_ 11—1&p0.,_— I R. pgMlOiYi I1.00 ISY�, I7 � E.Oa EO -�—�a�a 91.KI f ECxfo' u. P, A. It1LilTI IA =w J Ion r. TRACT No, 3 - L.L.—r,R.1cR—RRL, 1SAAC STAPP,,• SURVEY" LINE ICI VIUM5056.MEM ASSTAACT NO, " J42,a O 40 so 120 ' IBO am - —_ r ; •-, R R r-k , I , s i E I I RAPN SALE ET1n e 1 -I ? - "1•'CIS.wAce -3=4 !-I G IG CA IN F_ F • i� _,_-J-I } �_-. • l i 1 f T,, I eLLL ' _ - 1 ° -G .� +::-L r I 1 ICI SY_7eELET rv0 seo3 oNElm nE6T - W - t - MWR o1EF aRl1F Ear IL CRCIX IFF 1�I i i 1 EMU _ - �n�9EaDYsr.�"`E". .-.. i5n F l� -1-~ --r-tee -•1-,' I -I •-.-.rya_•• I T - ��r .2o iN FI1rWG0.�l _ 06 F,. �� I I + Imp LT. , 1 4 , 1 •I T 7 11 r 1?I �-� dye •f - (( ie6� '�- 4 � . k '- �-' • sn•a 1 R I I 1 f 1 1 r-. - I1I� +- I ulnlas a�x _:'_-I-� * F :7"T D-r Fe.G[r e� t e• EOi_� L _ I"a• s.a.: F.Ft urF - Y' YLfF 6�F i 1 _-LI y l T� -•'1 • -: - _ 1 iL, tl e— —L� - 1 • " T 3 f I I F I T 11 l_ = T I '.- F'.: _ _. �_ - I r • [ i •a • M.00 �,OB u,00 W00 3EI, 0 1.o1 M70 9M1M0 73•W T T - �- F CITY FDRT WORTH, TEXAS WATER DEPARTMENT �- t_ ' BFF•3IT[ SAMITYIY SERIEN LIME C' -- 1 TO Eea4E wwv+slELlss ABolrirry �' _ ,t• 5TA.23+W IiANTO STAE33+00 A a• _ CAATER S Bu RGESS 1--js1R• � �' 3WL - a—�.�•.�.:'' __ EEL � y s AYTIFAR � NOEN4w ;3 ��1'�'L—_-F_-�59 GENP a•X•T. ... •NO�Ecr Ox�WN•o LII. Y. iS �9ST66 106-131W-TIB 460F[L i.V..L Wilms + 7RACi No.. 1 J. W. WALKER SURVEY - ASS7RAC7 140, 1707 15" IRVE57KMT CORP. / 3 L¢Y p Y011112 I111�PAlF 134 I 2 1p 1 e 1B0' w L _r _� ! L- IMAT' T a d2.l E' l . IB.11' 4 "�»� � u'Ar `wsirel�crlex � •� pFIfIPiEK� '—� TpCfi y `pp���l � _�� $ �•�� �5 � // EANr EyydTAYPTIEN ��,5„ �`_N—e r�s�- - \ 'SAAC S7Ap Wo, PPNpx.ryPIBN1� / �„_~d� A /V1 Y C• J-42Z w' LINE 'C' 40 so �P2o ISO ' GRAPIiiC SCALE IN PELT �_ I aENCJI NAPo($: 3 1 1. 11! t 1 I T i fir' I i 1 I 1 I I I 1€ E g'�-ITTT I TIPE 1' 00 '1 IIppFI1L R--� _ C8ff� I 171_3 - F.jEE 5Ta5RVtld�4�. i t-#i-7'C-iT i 5 - �i-•�ri _ T'_I--= •-'t-F'!`3^°)s c IC rnm.0 lair F- IInfI. OYQI BIG FDBjiL CNEFIE 1 Iio 0.P ..i�.1 Fa, ON1.41 '�-. i i iE ®6 �r•� oa an s.a.cun.IwL- P. I A.20 ON MTAIIOA AEI } 1 — _ - _,. sdi,p �•.- �•• - 1511—a;� o f _�;-*i ..fir i I -.'.. Ft i { ; : - _ �, `�-;—'ram r�- i L Ti t fi T. 1 S rl I E• �ca�we cu - - 1 _ _ '-1-'�-� E V Ipr i 1 I �;. I• _ 3-- 1 =u rt L Is peeE9 11 e T E 4 I I i = [• ' �� I � I' :I ' 1 V i I a �,' �.. .� + � ,�, .. -�, e r r`�. — '-r"I 1� i, � - F - f- T �_.I_� . .� T_• i _ Il 1 f _ _ f --- : j-1_; m 570 = - E — _ 1 _ WATER 9 DEPARTMENT5 -- f 't-'� I� -F = .. .1 •• ' :�- - f? _} - , - OFl SITE SWITW SM LIM [-� n 560 TO ITIEN `•`-�.. I - - �t-t-i- -- -- ' rI _ �' -'4F+ sane suNra+Fldus ,m ENBixEENen ss _ —. of _ Et. }^''-':.� IESIenEP' '.; _T __ i T s-� sIPtE —�— ne aE peapem _ _-A . _ .1 • ,�t�� � _ R Y. PROJccr w. sneer € ] _%1 I Ixr• 's SH°''° le/•Isaoa-Tla a or 1 - Dii00 :t�a011 - a 32 00 1il.m 7n.M Vpn I >➢'OO dLIHY� ...rv. - d+.en .. !I CxEee EO' J.w.1. IRIPB�{6� } y VBUME 8fE4. PAGE 164 s 9 � 1g J '�' as po' PEANAaun if ry'Q \ 1111 f L EABFHgT �' e - _ fI <a ♦ �. l W� 1BIPBAnx E �O W' fOxsTAucTloX / VV - - TygEMEAT �� °�d•aaoYE'18' �'k N ��— �4 LINE Cn j,� a ao eo Io 10 zao GRaPNIC_SCALE IN FEET [ '�D A�7� _ I' - -TYPF 0 R'B &1f aF1Ll i"�— r I I _ _ :CITY TABLET Pq.6E0E ON so.FUG t-r r - - _ _ I I —, e _ r - �B a II _ - I _—_ _ �� Y:EST BGAL.BRIOE£ OVFR BIG r { {T1 1 ` �; }-I� - _: ET,Evl BTS.49 eachILL -L 'tea+-.p - r- a _ W TS' YEST P..I .NO.ffi-0N IMiyVGA ri0.� — .0 - �, I - f.--F—!I _ Ei251 L _ uISaaouim � —i Ij�Ij� 1 _ 1 a — I + .k :.�EIT4 ,�„-. -,__Try / i 1 I_a -. I I - ,+'—.—� dL 4EY. I T • sxo � L lus mom, :..� :.I 1 k r ', F.t.l I���' --t_ -� � o.o ,-a'-...: Ia'!r y�--�y-�'} I.• — t� 1.,. a IT {f _ 7 fi�ftlFi�_I# T� 1� _u I -'_, r i e3 I I CITY OF FORT WORTH, TEXAS � r = WATER DEPARTMENT � T - . °soSsEITVEE 5s4uv IT,©eAY rSiEYEs AmLxINnE a'C4 14�' -- 4i 3.6.E 9f PAE I + i _t Tr 1 I II} \ SS 51 `` ST CAA B BAflCE 2. EnG..EE 5 { � I� '� 1 I i 1_,r,::. ,--.,, . I A —ji t --E i ! 3- I _<1' t & '. f—r 1 - sm .r.r. NwecT ne nor e sro a _ E._� ..tf y.l - j A. ,� o« E' ua:Na e4 is-laom II a M'�. •_ - 4c«n- :-' ,. - a6.M <l!00 ¢S.rn90,m c{ 2.00 53.m C,",EG- J.n.B. 11f i FLGGR AT L'• tWIPF.4NG F. I MTG Rb SG IE .1 Re, 59 Gx • FIINRE FETIRE IXSYAUEG 1N iMfB IINFt P51 IR MBNR on tGIITRAM RGSi IIGN IG31}19X NP3 1 C'SOlntllGr� ,� FNNE F9 IE I 1 FAITIox� NA IGN RW8 It i FLPAM fe MFE.6FW. IIn I _ f T I v I• IIR LIxE F11T nG /••••O••G]]NWILIFIEP 41•FD IxTO F x a6ixG 840E Y� 9Gx4xlE ELRGN { �p_� a'-1 lu•L 4p-yI J �P.A Wa .. \ s�-e I!e•_ v.a• �uxP MA IMIAE YENT .•�J - I v��v - \ TG JE F%TENDED TL - ELav,brN.o � e• sucnolL-� I MYER N .- FLIXGE - -. UTLR MINF SEµ TOP VIEW LV.OE—^�d x'�• �nuoc[ tl.T.6. IlMI Lin Sl'11TIEU 1D K cm-TaxWTEISRmF. • .1. W1AAUE R&JASE PUP 5T16r am F" FUPS(T1p RI/P$ sAib ;y,�R�7 ` THIS M"Alll[l FUTILE) c� ' TEX41JAO OR EOSAL I O mix.FM YI RE A.T. � EGTE; ALL FITTING$ TO ' EE FLANGED .•. I •9n•..a- „ y.• .e �1TtACR TO X1LL LOU T w /EA xFe.s=t - �• X 3" 1. 7 F' AXG E I f---- --J7V su "ALM ME J(IF on 1 FITTIXES 9EF I{AN �6 1Tr vvG , 11!E• lk ANCHOR DETAIL 7A1LLEY R41L LI6x7 FIANAXCXGAI M LL .I IFG sY �TQ r...�II4' 1 _ i G. F ICO RER xLiTi TxE NAxRFIC[sRE" eR 11 -'f LIFTIxG 113E �9LFEYE IJ"A, 1. ,•ik,• I 4s eFn Er JIIL , I � �. A' y 1 IT s1aLNAAE[ / f3M0 i tE�L.a.w^ aaG 4 Ii'EJEY.6E9.m � $ al rfkw� 99I p jl SfLLl fLYIGE NR GITI 1• LAIE I-E 4 33 ) 1. AT LLL FmA Pw dv FL NAG-..4XIGGE xl PALRALF i i y UC411GN9 AICCFILL (—ECU INS y N�N II �x[o) ve i � 9 � III • L a" LNFG6 VALYE I � - c`T' Y li' N 1 L I • u ov EILa. JwX d.l uclTe vy �wome CITY OF FORT WORTH, TEXAS G I f 1 ALOrE F6W) JN} r I WATER DEPARTMENT . _ WKWIELO AEOITIONI 333! 4 O F SITE SAN ITNiv .SIFNEli pp- i - TG `EftVf vMEflFIELO #AITmN LIFT STATIOI OEGILS N _ CARTER 8 B-QG $$ IlELE1.646.t1 _� �p 6LML WeIIM e-INEeNa .0 � sxe• e_ - _ ' aAlf � �6 ". � —1 ��� REGb E EG• M ia•... •d'bMIeR[Te lle— a�-e_. -u 1J L4 ^"� •• L4iIIS' A- TYPICAL SECTION R';3 9 3A' 4YBHe - `••.• - •. L/A • 1!6 y I �n �l � •_"xalxFR SECTION B•"B bE9 w, I.R:L xR BLUE PROJEGS N0, I FIE i • AT.0. oxoxxl L. k. Y. IGe-{mm-TIb r e�EB .. _ e.Ts• Lxeexem G. x.4. Jfxiii _ I r°xi're °ieHi.x. - . - — ia`-o• - !' a YWT FOR TIY• a Yx YOT AND vOLTN I- - NONFOOD LINE N NNE-ersvlee —.... _.- ` ET�.ur 91 A.N.M. ux OI mP f TEYTIAXT , � cLeJ[xE YATNFAN[Y I - M.M. rkYFR _ I' 0 NpLE FOR 4• NON-COQQOSIYE SLAEVE px `ro TlMSFYNEQ NLF (• UN, DI9DNYAE� , :MA L DNDBLER LINE L A _ \\ NDN 11'091[YE s RAIL OR �nBxi\ssalN^EYIYNF4} r`V .--- -- �ZiiT--✓'_— k 8 9xIN''tte.A"\ SEE AEI `Fp9CIWI F faPM u x MSn AY T[DED £LAMGm CPS! INYx �i _�_ - ` r , 1 ` _ + ➢AI `\\r raP 9F NEI uY10A 6" EUDTIgI NIYfs _ I� ®R DI � oe IL Y BAT .r00 AMN RANI DISCMXfCT' ' TI uSSA' 8EE IEILIL �F ENciai FEW L1MxOx81aP EWAL - FLAAAEO bl ELEY.E61f4vELL - +Nw.,PI a lnr.GON.rwsYL�� ''TEES OIL , a ALL \ J - _ Ipa• olA. In--- W BWE. R s.rs a^ lxrsea.lx />rN NAxa mNYY (ir �NTucroA's %.l x YYY to TRY• x r•o• +� �� aeeYLo axo fe+ iP I �-� � OYTAACIY A� � :H2'mxY'n ADR 3NAIR 1 (/ OYFx 60.1E CLOSE All[ [ Icw' I} - LIN Is A1v5 Pox ola XYcf x-spEcs,E La PEe ELEY. ESE.ET OPLRAn FAME as WC641 j T (u.yop NAN TNx} 9 Ilx' _�� — MaE _ QA1xSfro sYo aewZ'+n• E• nn D&I m,RA,Oas 0.ECfRI WL SAv[CF ENTRANCE b 99DDIT ZEE ELIXFRICAL DETAIL. - 'RlalaaWY.iTffx - 'RAN, Sa aYelDL RONIO uIT FDR - xailxYw�I - - S ieX [T IY•VOp NCN Tnxl S'A• - y r F _ _ I _ • o1PANELFI. �axllNiT �]O ' El-EY. sY ;. PM � QfY� �pTuaL [L I I ELECTRICAL SERVICE DETAIL I \\ AllFaoxa(frNA RE00. A } •�NDLL r E :D _ �dFE YCx03 a1MIL a} - CIE. Exweplxe I al N£LL°ix . N .Tm MEET Nw.T ' - I - ialXoinox PUMP STATION WET WELL .., SECTION A -A - -- LIFT STATION ' PLAN R SCALE: d'. ' H-0^ OTT: PRIOR 70 MINI INOWNi IN Yi EINITT OF BIIT Y TElE91QC OR TFLElNMP11 LINE THE 01NTR£[CTOR 9YLt a AwcT C.N- FONkES 3.Te-.0 WuTHNFSF BELL TELOD AND F�TERN UNION TILEfFJfN BAR 'a' >M E•es BMS,� ^ oN.taCATION . LIATIOD Im1 �AN1QALTPN �g $ GTFT STRYCE aATex TSG 1 1 3C.sz, Ts cs eus IF— 1�I ,- I as eYs . rx• 1_71j - e" 0.4 GO LEATE NR a (FSI OI.WRa RAI OR a¢AL y NP WALL GUARD RAIL DETAIL -_I s �E .NPs a^9rAs1i1O- STD. N-H- x. T.d IS•sYaclY A'..,. Io a C[ a / N45' Pxxe n Slop Y� SI IO•R .• AS BAes _S. _ 1E•F¢Ncs IxT� Ayse 4 Iz-N• I l� REINFORCING PLAN REINFORCING PLAN ' ETA. i FOR To, NAT An, nun RIDADATIap 00 ACDES DAD BEE DU- \ . NYIRT. w p w W� ON TNIB SHEET. �&lSE LINT/'f A: Ifw• ^ I'-0" `A NORTH BENT STREET ,F p _ CITY OF FORT WORTH, TEXAS c -WATER DEPARTMENT 11111i Axeµ Ee PNm1ID NAYa 111 a•ODINPACTED P -H- M., FIFI ELOS AOOITION p'^0 ST. TELENIONE DNRI ED CABLE AND THE ENTRANCE OFF -SITE SANITARY SE VERY ToriE NO" ETATmx ^x ma Yxouis FpN NNE � . o e To TO SEEYE suYE7ffIELOS AOOITION LIFT STA71M ZETAJLS ACCESS ROAD SECTION s. w G2= I N.T.S. I CRATER 11BURGESS y M. r ¢wcwacTs LIFT STATION d ACCESS RCAD _ _�.�i_ RE esoeo ' 4'M1 Ex GMEEfl LOCATION PLAN � � -- FRD EDl N E- tSEDKN. H.A. AD sn0w sc ILE, 1' - 10'-0' L-X'Y• 106-1E000-TIN Y OpE1B f DxArN�i ° � f WECNED GCla6a06.D Minority and Women Owned Business Enterprise Compliance ['HIS PAGE LEFT INTENTRONALLY BLANK CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 l ' R.'r NVORT1i ` :e — ,_. City of pert Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERCIRS APPLICATION OF POLICY If the total dollar value of the contract is $50,000 or more, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 10 % of the base bid value of the contract. Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Farm and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. I ho Offrrrnr shall deliver the NIUE- documentation in pemori to the apptopriale.eInplayee of the pilrchasirlg drvlalon and ohlain si dat€tltlme m'polpt. Such ma ipt shall be eviderica t#t�t Ilse City teceived Ilia dpnLrrnentr#liat7 lri the time ;,Iloraled. A faxed andfor emailed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if you will perform all subcontracting/supplier work: 5. Joint Venture Form, if goal is met or exceeded: received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the MlWBE Office at (817) 212-2614. Rev. 2/10/15 ATTACHMENT IA Page 1 of 4 i' RT WORT City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers .Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe j Offeror PROJECT NAME: M/VVlCBE 11 N0N-M/Vv1JDBE Upper Big Fossil Creep Drainage Basin Relief Interceptor BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment., PROJECT NUMBER 10 Rio Rio 02515 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract %.pith the City of Fort Worth, 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. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant. Dallas. Denton Johnson, Darker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level , of subcontracting below the prime contractor/consultant i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2"d tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST Brm CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. It hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 2/10/15 FoR:rN'VORTH ATTACHMENT 1A r� Page 2of4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTORIS UPP LIE R ° Company Name T n Detail Detail Address i M W Subcontracting Supplies Dollar Amount TetephonelFax e 8 s B Work Purchased Email E E Contact Person E Rev. 2110/15 FoKrIVORTH ATTACHMENT 1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minorlty and non -MBEs MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTORISUPPLIER Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax e B B B Work Purchased Email E rz Contact Person E El F-1 D - Rev. 2110115 l'`a T WORTli ATTACHMENT 1A "4? 00- Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accul d with the procedures ouilined in the ordinance. The Offeror shall submit a detailed explanation of how the requested ehangeladdition or deletion will affec± the committed MBE goal If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The 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 MBE(s) 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 Locallaws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and .debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact NamelTitle (if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev. 2/10/15 City of Fork Worr#h (Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: PROJECT NAME: Upper Big Fossil Creek Drainage Basin Relief Interceptor City's MBE Project Goal: 10 % Offeror's MBE Project Commitment: ATTACHMENT 1 B Page 1 of 1 Check applicable block to describe prime MIW/DBE I NON_MIWIDBE 61 ©ATE" 02515 PROJECT NUMBER If both answers to this form are YES, do not complete ATTACHMENT 1 C (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 D- answers are yes. Fajlure to complete this form in its entirety and be eeceived by the Purdlasiml Di isian no later tltan 2,00 p.rrr.. on the second City business day after bid ouenincf, exclusive of the bid opening date. will resu I't In the bid bliing considered non-res pons Iva to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES 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. 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 MBE(s) on this contract, the payment thereof and any proposed changes to the original MBE(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 MBEs 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 Rev. V10115 FoP.T 0WrH City of Fort Worlh Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: PROJECT NAME: Upper Big Fossil Creek Drainage Basin Relief Interceptor City's MBE Project Goal: Offeroes MBE Project Commitment: ATTACHMENT 1C Page 1 of 4 Check applicable block to describe Offeror hAMIDBE I I NON-ib1NV1DBE BID DATE 10 Rio I Rio 02515 PROJECT NUMBER If the d Offeror did not meet or excee� • "' "' ° ° °• _„ ,_.,,,_,..,..—__ the MBS subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is rased upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 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 Offeror. to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than:00 p.m. on the second City business day after bid opening, exclusive I.,Failure f bid opening.date, will result in the bid being considered non -responsive to bid specifications. 14 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 MBE, or non-114SE. IDO NOT LIST NAMES OF FIRMSI On all projects, the 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 Rev. 2110/15 ATTACHMENT I Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office. Yes Date of Listing No 3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE 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 (If yes, attach list to include name of MBE firm, person contacted, phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? Yes (If yes, attach list to include name of MBE 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.) No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days priori to bid opening by email, exclusive of the day the bids are opened? Yes (If yes, attach email.confirmation to include name of MBE 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 render the GFE non- responsive.) No NOTE; The four methods identified ,a ....,.. hove are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsiYe to the Good Faith Effort requirement_ NOTE, The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes No 3.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev. 2110116 ATTACHMENT IC Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goodslservices specific to their skill set? Yes (If yes, attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? Yes (if yes, attach the information that was not valid in order for the MIWBE Office to address the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person I Scope of WorkReason for Rejection ADDITIONAL INFORMATION: Please provide'additional'information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The 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 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. 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 shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev. V1Oil 5 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any IVIBE(s) listed in Attachment IC will be contacted and the reasons for not using them will be verified by the City's MlWBE Office. Authorized Signature Printed Signature Title Contact Name and Title (if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip [date Rev, 2110115 Joint Venture Page 1 of 3 FORTWORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered; use "NIA "if not applicable. Name of City project: Upper Big Fossil Creek Drainage Basin Relief Interceptor A joint venture form must be completed on each project RFP/Bid/Purchasing Number: I. Joint venture information: Joint Venture Name: Joint Venture Address: (If appl icable) Telephone: Facsimile: I 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 MBE firm Non -MBE firm name: name: Business Address: Business Address: City, State, Zip: I -City, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: E-mail address Describe the scope of work of the non -MBE: Rev. 2/10115 Joint Venture Page 2of3 3. What is the percentage of MBE 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 Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE 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 M/WBE Office 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 BDE Ordinance. Rev. 2110/15 Joint Venture Page 3 of 3 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 Signature of Owner Printed Name of Owner Signature of Owner Title Date State of On this day of Printed Name of Owner Signature of Owner Printed Name of Owner Signature of Owner Title v Date Notarization County of and , 20 , before me appeared 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) Rev. 2/10115 GC-6007 Wage Rates THIS ]PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) 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 Reclalmer/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 Sethi Trailer $ 12.96 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 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. Page 1 of 1 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician (Journeyman) $ 19.63 Electrician Apprentice (Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer (Miscellaneous) $ 13.00 Metal Installer Helper (Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman Trubitt, PLLC Construction Group. The descriptions for the classifications listed are provided an the TEXO's (The Construction Association) website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GC-6o09 Permits and Utilities THIS ]PAGE ]LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Drainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 NATIONWIDE PERMIT 12 Utility Line Activities Effective Date: March 19, 2017 (NWP Final Notice, 82 FR 4 ) 12. Utility Line Activities. Activities required for the construction, maintenance, repair, and removal of utility lines and associated facilities in waters of the United States, provided the activity does not result in the loss of greater than 1/2-acre of waters of the United States for each single and complete project. Utility lines: This NWP authorizes discharges of dredged or fill material into waters of the United States and structures or work in navigable waters for crossings of those waters associated with the construction, maintenance, or repair of utility lines, including outfall and intake structures. There must be no change in pre -construction contours of waters of the United States. A "utility line" is defined as any pipe or pipeline for the transportation of any gaseous, liquid, liquescent, or slurry substance, for any purpose, and any cable, line, or wire for the transmission for any purpose of electrical energy, telephone, and telegraph messages, and internet, radio, and television communication. The term "utility line" does not include activities that drain a water of the United States, such as drainage tile or french drains, but it does apply to pipes conveying drainage from another area. Material resulting from trench excavation may be temporarily sidecast into waters of the United States for no more than three months, provided the material is not placed in such a manner that it is dispersed by currents or other forces. The district engineer may extend the period of temporary side casting for no more than a total of 180 days, where appropriate. In wetlands, the top 6 to 12 inches of the trench should normally be backfilled with topsoil from the trench. The trench cannot be constructed or backflIed in such a manner as to drain waters of the United States (e.g., backfilling with extensive gravel layers, creating a french drain effect). Any exposed slopes and stream banks must be stabilized immediately upon completion of the utility line crossing of each waterbody. Utility line substations: This NWP authorizes the construction, maintenance, or expansion of substation facilities associated with a power line or utility Iine in non -tidal waters of the United States, provided the activity, in combination with all other activities included in one single and complete project, does not result in the loss of greater than 1/2-acre of waters of the United States. This NWP does not authorize discharges into non -tidal wetlands adjacent to tidal waters of the United States to construct, maintain, or expand substation facilities. Foundations for overhead utility line towers, voles. and anchors: This NWP authorizes the construction or maintenance of foundations for overhead utility line towers, poles, and anchors in all waters of the United States, provided the foundations are the minimum size necessary and separate footings for each tower leg (rather than a larger single pad) are used where feasible. Access roads: This NWP authorizes the construction of access roads for the construction and maintenance of utility lines, including overhead power lines and utility line substations, in non - tidal waters of the United States, provided the activity, in combination with all other activities included in one single and complete project, does not cause the loss of greater than 1/2-acre of non - tidal waters of the United States. This NWP does not authorize discharges into non -tidal wetlands adjacent to tidal waters for access roads. Access roads must be the minimum width necessary (see Note 2, below). Access roads must be constructed so that the length of the road minimizes any adverse effects on waters of the United States and must be as near as possible to pre -construction contours and elevations (e.g., at grade corduroy roads or geotextile/gravel roads). Access roads constructed above pre -construction contours and elevations in waters of the United States must be properly bridged or culverted to maintain surface flows. This NWP may authorize utility lines in or affecting navigable waters of the United States even if there is no associated discharge of dredged or fill material (See 33 CFR part 322). Overhead utility lines constructed over section 10 waters and utility lines that are routed in or under section 10 waters without a discharge of dredged or fill material require a section 10 permit. This NWP authorizes, to the extent that Department of the Army authorization is required, temporary structures, fills, and work necessary for the remediation of inadvertent returns of drilling fluids to waters of the United States through sub -soil fissures or fractures that might occur during horizontal directional drilling activities conducted for the purpose of installing or replacing utility lines. These remediation activities must be done as soon as practicable, to restore the affected waterbody. District engineers may add special conditions to this NWP to require a remediation plan for addressing inadvertent returns of drilling fluids to waters of the United States during horizontal directional drilling activities conducted for the purpose of installing or replacing utility lines. This NWP also authorizes temporary structures, fills, and work, including the use of temporary mats, necessary to conduct the utility line activity. Appropriate measures must be taken to maintain normal downstream flows and minimize flooding to the maximum extent practicable, when temporary structures, work, and discharges, including cofferdams, are necessary for construction activities, access fills, or dewatering of construction sites. Temporary fills must consist of materials, and be placed in a manner, that will not be eroded by expected high flows. After construction, temporary fills must be removed in their entirety and the affected areas returned to pre -construction elevations. The areas affected by temporary fills must be revegetated, as appropriate... Notification: The permittee must submit a pre -construction notification to the district engineer prior to commencing the activity if any of the following criteria are met: (1) the activity involves mechanized land clearing in a forested wetland for the utility line right-of-way; (2) a section 10 permit is required; (3) the utility line in waters of the United States, excluding overhead lines, exceeds 500 feet; (4) the utility line is placed within a jurisdictional area (i.e., water of the United States), and it runs parallel to or along a stream bed that is within that jurisdictional area; (5) discharges that result in the loss of greater than 1 /10-acre of waters of the United States; (6) permanent access roads are constructed above grade in waters of the United States for a distance of more than 500 feet; or (7) permanent access roads are constructed in waters of United States with impervious materials. (See general condition 32.) (Authorities: Sections 10 and 404) Note 1: Where the utility line is constructed or installed in navigable waters of the United States (i.e., section 10 waters) within the coastal United States, the Great Lakes, and United States territories, a copy of the NWP verification will be sent by the Corps to the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS), for charting the utility line to protect navigation. Note 2: For utility line activities crossing a single waterbody more than one time at separate and distant locations, or multiple waterbodies at separate and distant locations, each crossing is considered a single and complete project for purposes of NWP authorization. Utility line activities must comply with 33 CFR 330.6(d). Note 3: Utility lines consisting of aerial electric power transmission lines crossing navigable waters of the United States (which are defined at 33 CFR part 329) must comply with the applicable minimum clearances specified in 33 CFR 322.5(i). Note 4: Access roads used for both construction and maintenance may be authorized, provided they meet the terms and conditions of this NWP. Access roads used solely for construction of the utility line must be removed upon completion of the work, in accordance with the requirements for temporary fills. Note 5: Pipes or pipelines used to transport gaseous, liquid, liquescent, or slurry substances over navigable waters of the United States are considered to be bridges, not utility lines, and may require a permit from the U.S. Coast Guard pursuant to section 9 of the Rivers and Harbors Act of 1899. However, any discharges of dredged or fill material into waters of the United States associated with such pipelines will require a section 404 permit (see NWP 15). Note 6: This NWP authorizes utility line maintenance and repair activities that do not qualify for the Clean Water Act section 404(f) exemption for maintenance of currently serviceable fills or fill structures. Note 7: For overhead utility lines authorized by this NWP, a copy of the PCN and NWP verification will be provided to the Department of Defense Siting Clearinghouse, which will evaluate potential effects on military activities. Note 8: For NWP 12 activities that require pre -construction notification, the PCN must include any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity, including other separate and distant crossings that require Department of the Army authorization but do not require pre -construction notification (see paragraph (b) of general condition 32). The district engineer will evaluate the PCN in accordance with Section D, "District Engineer's Decision." The district engineer may require mitigation to ensure that the authorized activity results in no more than minimal individual and cumulative adverse environmental effects (see general condition 23). Nationwide Permit General Conditions Note: To qualify for NWP authorization, the prospective permittee must comply with the following general conditions, as applicable, in addition to any regional or case -specific conditions imposed by the division engineer or district engineer. Prospective permittees should contact the appropriate Corps district office to determine if regional conditions have been imposed on an NWP. Prospective permittees should also contact the appropriate Corps district office to determine the status of Clean Water Act Section 401 water quality certification and/or Coastal Zone Management Act consistency for an NWP. Every person who may wish to obtain permit authorization under one or more NWPs, or who is currently relying on an existing or prior permit authorization under one or more NWPs, has been and is on notice that all of the provisions of 33 CFR 330.1 through 330.6 apply to every NWP authorization. Note especially 33 CFR 330.5 relating to the modification, suspension, or revocation of any NWP authorization. 1. Navigation. (a) No activity may cause more than a minimal adverse effect on navigation. (b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, must be installed and maintained at the permittee's expense on authorized facilities in navigable waters of the United States. (c) The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. All permanent and temporary crossings of waterbodies shall be suitably culverted, bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of those aquatic species. If a bottomless culvert cannot be used, then the crossing should be designed and constructed to minimize adverse effects to aquatic life movements. 3. Snawnina Areas. Activities in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning area are not authorized. 4. Mijaratory Bird Breeding Areas. Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. 5. Shellfish Beds. No activity'may occur in areas of concentrated shellfish populations, unless the activity is directly related to a. shellfish harvesting activity authorized by NWPs 4 and 48, or is a shellfish gecdMg or habitat restoration activity authorized by NWP 27. 6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the Clean Water Act). 7. Water Suooly Intakes. No activity may occur in the proximity of a public water supply intake, except where the activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization. 8. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting its flow must be minimized to the maximum extent practicable. 9. Manaaement of Water Flows. To the maximum extent practicable, the pre -construction course, condition, capacity, and location of open waters must be maintained for each activity, including stream channelization, storm water management activities, and temporary and permanent road crossings, except as provided below. The activity must be constructed to withstand expected high flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary purpose of the activity is to impound water or manage high flows. The activity may alter the pre -construction course, condition, capacity, and location of open waters if it benefits the aquatic environment (e.g., stream restoration or relocation activities). 10. Fills Within I00-Year Floodviains. The activity must comply with applicable FEMA- approved state or local floodplain management requirements. 11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be taken to minimize soil disturbance. 12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low -flow or no -flow, or during low tides. 13. Removal of Temporary Fills. Temporary fills must be removed in their entirety and the affected areas returned to pre -construction elevations. The affected areas must be revegetated, as appropriate. 14. Proper Maintenance. Any authorized structure or fill shall be properly maintained, including maintenance to ensure public safety and compliance with applicable NWP general conditions, as well as any activity -specific conditions added by the district engineer to an NWP authorization. 15. Single and Complete Proiect. The activity must be a single and complete project. The same NWP cannot be used more than once for the same single and complete project. I6. Wild and Scenic Rivers: (a) No NWP activity may occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, unless the appropriate F&leral agency with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study status. (b) If a proposed NWP activity will occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, the permittee must submit a pre -construction notification (see general condition 32). The district engineer will coordinate the PCN with the Federal agency with direct management responsibility for that river. The permittee shall not begin the NWP activity until notified by the district engineer that the Federal agency with direct management responsibility for that river has determined in writing that the proposed NWP activity will not adversely affect the Wild and Scenic River designation or study status. (c) Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency responsible for the designated Wild and Scenic River or study river (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). Information on these rivers is also available at: http://www.rivers.gov/. 17. Tribal Rights. No NWP activity may cause more than minimal adverse effects on tribal rights (including treaty rights), protected tribal resources, or tribal lands. 18. Endangered Species. (a) No activity is authorized under any NWP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will directly or indirectly destroy or adversely modify the critical habitat of such species. No activity is authorized under any NWP which "may affect" a listed species or critical habitat, unless ESA section 7 consultation addressing the effects of the proposed activity has been completed. Direct effects are the immediate effects on listed species and critical habitat caused by the NWP activity. Indirect effects are those effects on listed species and critical habitat that are caused by the NWP activity and are later in time, but still are reasonably certain to occur. (b) Federal agencies should follow their own procedures for complying with the requirements of the ESA. If pre -construction notification is required for the proposed activity, the Federal permittee must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will verify that the appropriate documentation has been submitted. If the appropriate documentation has not been submitted, additional ESA section 7 consultation may be necessary for the activity and the respective federal agency would be responsible for fulfilling its obligation under section 7 of the ESA. (c) Non-federal permittees must submit a pre -construction notification to the district engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the activity, or if the activity is located in designated critical habitat, and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that might affect Federally -listed endangered or threatened species or designated critical habitat, the pre -construction notification mustinclude the name(s) of the endangered or threatened species that might be affected by the proposed activity or that utilize the designated critical habitat that might be affected by the proposed activity. The distriet.engineer will determine whether the proposed activity "may affect" or will have "no effect" to listed species and designated critical habitat and will notify the non - Federal applicant•ofthe Corps' determination within-45 days of receipt of a complete pre - construction notification. In cases where the non -Federal applicant has identified listed species or critical habitat that might be affected or is in the vicinity of the activity, and has so notified the Corps, the applicant shall not begin work until the Corps has provided notification that the proposed activity will have "no effect" on listed species or critical habitat, or until ESA section 7 consultation has been completed. If the non -Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (d) As a result of formal or informal consultation with the FWS or NMFS the district engineer may add species -specific permit conditions to the NWPs. (e) Authorization of an activity by an NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the FWS or the NMFS, the Endangered Species Act prohibits any person subject to the jurisdiction of the United States to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word "harm" in the definition of "take" means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or sheltering. (f) If the non-federal permittee has a valid ESA section 10(a)(1)(B) incidental take permit with an approved Habitat Conservation Plan for a project or a group of projects that includes the proposed NWP activity, the non-federal applicant should provide a copy of that ESA section 10(a)(1)(B) permit with the PCN required by paragraph (c) of this general condition. The district engineer will coordinate with the agency that issued the ESA section I0(a)(1)(B) permit to determine whether the proposed NWP activity and the associated incidental take were considered in the internal ESA section 7 consultation conducted for the ESA section 10(a)(1)(B) permit. If that coordination results in concurrence from the agency that the proposed NWP activity and the associated incidental take were considered in the internal ESA section 7 consultation for the ESA section 10(a)(1)(B) permit, the district engineer does not need to conduct a separate ESA section 7 consultation for the proposed NWP activity. The district engineer will notify the non-federal applicant within 45 days of receipt of a complete pre -construction notification whether the ESA section 10(a)(1)(B) permit covers the proposed NWP activity or whether additional ESA section 7 consultation is required. (g) Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the FWS and NMFS or their world wide web pages at http://www.fws.gov/ or http://www.fws.gov/ipac and http://www.nmfs.noaa.gov/pr/species/esa/ respectively. 19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring their action complies with the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act. The permittee is responsible for contacting appropriate local office of the U.S. Fish and Wildlife Service to determine applicable measures to reduce impacts to migratory birds or eagles, including whether "incidental take" permits are necessary and available under the Migratory Bird Treaty Act or Bald and Golden Eagle Protection Act for a particular activity. 20. Historic Properties. (a) In cases where the district engineer determines that the activity may have the potential to cause effects to properties listed, or eligible for listing, in the National Register of Historic Places, the activity is not authorized, until the requirements of Section 106 of the National Historic Preservation Act (NHPA) have been satisfied. (b) Federal permittees should follow their own procedures for complying with the requirements of section 106 of the National Historic Preservation Act. If pre -construction notification is required for the proposed NWP activity, the Federal permittee must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will verify that the appropriate documentation has been submitted. If the appropriate documentation is not submitted, then additional consultation under section 106 may be necessary. The respective federal agency is responsible for fulfilling its obligation to comply with section 106. (c) Non-federal permittees must submit a pre -construction notification to the district engineer if the NWP activity might have the potential to cause effects to any historic properties listed on, determined to be eligible for listing on, or potentially eligible for listing on the National Register of Historic Places, including previously unidentified properties. For such activities, the pre -construction notification must state which historic properties might have the potential to be affected by the proposed NWP activity or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic properties. Assistance regarding information on the location of, or potential for, the presence of historic properties can be sought from the State Historic Preservation Officer, Tribal Historic Preservation Officer, or designated tribal representative, as appropriate, and the National Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre -construction notifications, district engineers will comply with the current procedures for addressing the requirements of section 106 of the National Historic Preservation Act. The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts, which may include background research, consultation, oral history interviews, sample field investigation, and field survey. Based on the information submitted in the PCN and these identification efforts, the district engineer shall determine whether the proposed NWP activity has the potential to cause effects on the historic properties. Section 106 consultation is not required when the district engineer determines that the activity does not have the potential to cause effects on historic properties (see 36 CFR 800.3(a)). Section 106 consultation is required when the district engineer determines that the activity has the potential to cause effects on historic properties. The district engineer will conduct consultation with consulting parties identified under 36 CFR 800.2(c) when he or she makes any of the following effect determinations for the purposes of section 106 of the NHPA: no historic properties affected, no adverse effect, or adverse effect. Where the non -Federal applicant has identified historic properties on which the activity might have the potential to cause effects and so notified the Corps, the non -Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects to historic properties or that NHPA section 106 consultation has been completed. (d) For non-federal permittees, the district engineer will notify the prospective permittee within 45 days of receipt of a complete pre -construction notification whether NHPA section 106 consultation is required. If NHPA section 106 consultation is required, the district engineer will notify the non -Federal applicant that he or she cannot begin the activity until section 106 consultation is completed. If the non -Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (e) Prospective perm ittees should be aware that section 110k of the NHPA (54 U.S.C. 306113) prevents the Corps from granting a permit or other -assistance to an applicant who, with intent to avoid the requirements of section 106,ofthe NHPA, has intentionally significantly adversely affected a historic property to which the permit would relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation with the Advisory Council on Historic Preservation (ACHP), determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance, the Corps is required to notify the ACHP and provide documentation specifying the circumstances, the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties. 21. Discovery of Previously Unknown Remains and Artifacts. If you discover any previously unknown historic, cultural or archeological remains and artifacts while accomplishing the activity authorized by this permit, you must immediately notify the district engineer of what you have found, and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required coordination has been completed. The district engineer will initiate the Federal, Tribal, and state coordination required to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 22. Designated Critical Resource Waters. Critical resource waters include, NOAA-managed marine sanctuaries and marine monuments, and National Estuarine Research Reserves. The district engineer may designate, after notice and opportunity for public comment, additional waters officially designated by a state as having particular environmental or ecological significance, such as outstanding national resource waters or state natural heritage sites. The district engineer may also designate additional critical resource waters after notice and opportunity for public comment. (a) Discharges of dredged or fill material into waters of the United States are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, and 52 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. (b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, 38, and 54, notification is required in accordance with general condition 32, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The district engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 23. Mitigation. The district engineer will consider the following factors when determining appropriate and practicable mitigation necessary to ensure that the individual and cumulative adverse environmental effects are no more than minimal: (a) The activity must be designed and constructed to avoid and minimize adverse effects, both temporary and permanent, to waters of the United States to the maximum extent practicable at the project site (i.e., on site). (b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or compensating for resource losses) will be required to the extent necessary to ensure that the individual and cumulative adverse environmental effects are no more than minimal. (c) Compensatory mitigation at a minimum one -for -one ratio will be required for all- wetland losses that exceed 1/10-acre and -require pre -construction notification, unless the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse environmental effects of the proposed activity are no more than minimal, and provides an activity -specific waiverpf this requirement. For wetland losses of 1/10-acre or less that require pre -construction notification, the district engineer may determine on a case -by -case basis that compensatory mitigation is required to ensure that the activity results in only minimal adverse environmental effects. (d) For losses of streams or other open waters that require pre -construction notification, the district engineer may require compensatory mitigation to ensure that the activity results in no more than minimal adverse environmental effects. Compensatory mitigation for losses of streams should be provided, if practicable, through stream rehabilitation, enhancement, or preservation, since streams are difficult -to -replace resources (see 33 CFR 332.3(e)(3)). (e) Compensatory mitigation plans for NWP activities in or near streams or other open waters will normally include a requirement for the restoration or enhancement, maintenance, and legal protection (e.g., conservation casements) of riparian areas next to open waters. In some cases, the restoration or maintenance/protection of riparian areas may be the only compensatory mitigation required. Restored riparian areas should consist of native species. The width of the required riparian area will address documented water quality or aquatic habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each side of the stream, but the district engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns. If it is not possible to restore or maintain/protect a riparian area on both sides of a stream, or if the waterbody is a lake or coastal waters, then restoring or maintaining/protecting a riparian area along a single bank or shoreline may be sufficient. Where both wetlands and open waters exist on the project site, the district engineer will determine the appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation) based on what is best for the aquatic environment on a watershed basis. In cases where riparian areas are determined to be the most appropriate form of minimization or compensatory mitigation, the district engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. (f) Compensatory mitigation projects provided to offset losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332. (1) The prospective permittee is responsible for proposing an appropriate compensatory mitigation option if compensatory mitigation is necessary to ensure that the activity results in no more than minimal adverse environmental effects. For the NWPs, the preferred mechanism for providing compensatory mitigation is mitigation bank credits or in -lieu fee program credits (see 33 CFR 332.3(b)(2) and (3)). However, if an appropriate number and type of mitigation bank or in - lieu credits are not available at the time the PCN is submitted to the district engineer, the district engineer may approve the use of permittee-responsible mitigation. (2) The amount of compensatory mitigation required by the district engineer must be sufficient to ensure that the authorized activity results in no more than minimal individual and cumulative adverse environmental effects (see 33 CFR 330.1(c)(3)). (See also 33 CFR 332.3(f)). (3) Since the likelihood of success is greater and the impacts to potentially valuable uplands are reduced, aquatic resource restoration should be the first compensatory mitigation option considered for permittee-responsible mitigation. (4) If permittee-responsible mitigation is the proposed option, the prospective permittee is responsible for submitting a mitigation plan. A conceptual or detailed -mitigation plan may be used by the district engineer to make the decision on the NWP verification request, but a final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2) through (14) must be approved by the district engineer before the permittee begins work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation (see 33 CFR 332.3(k)(3)). (5) If mitigation bank or in -lieu fee program credits are the proposed option, the mitigation plan only needs to address the baseline conditions at the impact site and the number of credits to be provided. (6) Compensatory mitigation requirements (e.g., resource type and amount to be provided as compensatory mitigation, site protection, ecological performance standards, monitoring requirements) may be addressed through conditions added to the NWP authorization, instead of components of a compensatory mitigation plan (see 33 CFR 332.4(c)(1)(ii)). (g) Compensatory mitigation will not be used to increase the acreage losses allowed by the acreage limits of the NWPs. For example, if an NWP has an acreage limit of 1/2-acre, it cannot be used to authorize any NWP activity resulting in the loss of greater than 1/2-acre of waters of the United States, even if compensatory mitigation is provided that replaces or restores some of the lost waters. However, compensatory mitigation can and should be used, as necessary, to ensure that an NWP activity already meeting the established acreage limits also satisfies the no more than minimal impact requirement for the NWPs. (h) Permittees may propose the use of mitigation banks, in -lieu fee programs, or permittee- responsible mitigation. When developing a compensatory mitigation proposal, the permittee must consider appropriate and practicable options consistent with the framework at 33 CFR 332.3(b). For activities resulting in the loss of marine or estuarine resources, permittee-responsible mitigation may be environmentally preferable if there are no mitigation banks or in -lieu fee programs in the area that have marine or estuarine credits available for sale or transfer to the permittee. For permittee-responsible mitigation, the special conditions of the NWP verification must clearly indicate the party or parties responsible for the implementation and performance of the compensatory mitigation project, and, if required, its long-term management. (i) Where certain functions and services of waters of the United States are permanently adversely affected by a regulated activity, such as discharges of dredged or fill material into waters of the United States that will convert a forested or scrub -shrub wetland to a herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be required to reduce the adverse environmental effects of the activity to the no more than minimal level. 24. Safety of Impoundment Structures. To ensure that all impoundment structures are safely designed, the district engineer may require non -Federal applicants to demonstrate that the structures comply with established state dam safety criteria or have been designed by qualified persons. The district engineer may also require documentation that the design has been independently reviewed by similarly qualified persons, and appropriate modifications made to ensure safety. 25. Water Quality. Where States and authorized Tribes, or EPA where applicable, have not previously certified compliance of an NWP with CWA section 401, individual 401 Water Quality Certification must be obtained or waived (see 33 CFR 330.4(c)). The district engineer or State or Tribe mdy, require additional water quality management measures,to ensurethat the authorized activity does not result in more than minimal degradation of water quality. 26. Coastal Zone Manalzement. In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence, an individual state coastal zone management consistency concurrence must be obtained, or a presumption of concurrence must occur (see 33 CFR 330.4(d)). The district engineer or a State may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements. 27. Reizional and Case -By -Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S. EPA in its section 401 Water Quality Certification, or by the state in its Coastal Zone Management Act consistency determination. 28. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited, except when the acreage loss of waters of the United States authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit. For example, if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the United States for the total project cannot exceed 1/3-acre. 29. Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit verification, the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification must be attached to the letter, and the letter must contain the following statement and signature: "When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred, the terms and conditions of this nationwide permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below." (Transferee) (Date) 30. Compliance Certification. Each permittee who receives an NWP verification letter from the Corps must provide a signed certification documenting completion of the authorized activity and implementation of any required compensatory mitigation. The success of any required permittee-responsible mitigation, including the achievement of ecological performance standards, will be addressed separately by the district engineer. The Corps will provide the permittee the certification document with the NWP verification letter. The certification document will include: (a) A statement that the authorized activity was done in accordance with the NWP authorization, including any general,. regional, or activity -specific conditions;. (b). A statement that the implementation of any required compensatory mitigation was completed in accordance with the permit conditions. If credits from a mitigation bank or in -lieu fee program are used to satisfy the compensatory mitigation requirements, the certification must include the documentation required by 33 CFR 332.3(1)(3) to confirm that the permittee secured the appropriate number and resource type of credits; and (c) The signature of the permittee certifying the completion of the activity and mitigation. The completed certification document must be submitted to the district engineer within 30 days of completion of the authorized activity or the implementation of any required compensatory mitigation, whichever occurs later. 31. Activities Affecting Structures or Works Built by the United States. If an NWP activity also requires permission from the Corps pursuant to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S. Army Corps of Engineers (USACE) federally authorized Civil Works project (a "USACE project"), the prospective permittee must submit a pre -construction notification. See paragraph (b)(10) of general condition 32. An activity that requires section 408 permission is not authorized by NWP until the appropriate Corps office issues the section 408 permission to alter, occupy, or use the USACE project, and the district engineer issues a written NWP verification. 32. Pre -Construction Notification. (a) Timing. Where required by the terms of the NWP, the prospective permittee must notify the district engineer by submitting a pre -construction notification (PCN) as early as possible. The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and, if the PCN is determined to be incomplete, notify the prospective permittee within that 30 day period to request the additional information necessary to make the PCN complete. The request must specify the information needed to make the PCN complete. As a general rule, district engineers will request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the district engineer will notify the prospective permittee that the PCN is still incomplete and the PCN review process will not commence until all of the requested information has been received by the district engineer. The prospective permittee shall not begin the activity until either: (1) He or she is notified in writing by the district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or division engineer; or (2) 45 calendar days have passed from the district engineer's receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer. However, if the permittee was required to notify the Corps pursuant to general condition 18 that listed species or critical habitat might be affected or are in the vicinity of the activity, or to notify the Corps pursuant to general condition 20 that the activity might have the potential to cause effects to historic properties, the permittee cannot begin the activity until receiving written notification from the Corps that there is "no effect" on listed species or "no potential to cause effects" on historic properties, or that any consultation required under Section 7 of the Endangered Species Act (see 33 CFR 330.4(f)) and/or section 106 of the National Historic Preservation Act (see 33 CFR 330.4(g)) has been completed. Also, work cannot begin under NWPs 21, 49, or 50 until the permittee has received written approval from the Corps. If the proposed activity requires a written waiver to exceed specified limits of an NWP, the permittee may not begin the activity until the district engineer issues the waiver. If the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt -of a complete-PCN, the permittee cannot begin the activity until an individual permit has been obtained. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). (b) Contents of Pre -Construction Notification: The PCN must be in writing and include the following information: (1) Name, address and telephone numbers of the prospective permittee; (2) Location of the proposed activity; (3) Identify the specific NWP or NWP(s) the prospective permittee wants to use to authorize the proposed activity; (4) A description of the proposed activity; the activity's purpose; direct and indirect adverse environmental effects the activity would cause, including the anticipated amount of loss of wetlands, other special aquatic sites, and other waters expected to result from the NWP activity, in acres, linear feet, or other appropriate unit of measure; a description of any proposed mitigation measures intended to reduce the adverse environmental effects caused by the proposed activity; and any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity, including other separate and distant crossings for linear projects that require Department of the Army authorization but do not require pre -construction notification. The description of the proposed activity and any proposed mitigation measures should be sufficiently detailed to allow the district engineer to determine that the adverse environmental effects of the activity will be no more than minimal and to determine the need for compensatory mitigation or other mitigation measures. For single and complete linear projects, the PCN must include the quantity of anticipated losses of wetlands, other special aquatic sites, and other waters for each single and complete crossing of those wetlands, other special aquatic sites, and other waters. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP. (Sketches usually clarify the activity and when provided results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative description of the proposed activity (e.g., a conceptual plan), but do not need to be detailed engineering plans); (5) The PCN must include a delineation of wetlands, other special aquatic sites, and other waters, such as lakes and ponds, and perennial, intermittent, and ephemeral streams, on the project site. Wetland delineations must be prepared in accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special aquatic sites and other waters on the project site, but there may be a delay if the Corps does the delineation, especially if the project site is large or contains many wetlands, other special aquatic sites, and other waters. Furthermore, the 45 day period will not start until the delineation has been submitted to or completed by the Corps, as appropriate; (6) If the proposed activity will result in the loss of greater than 1/10-acre of wetlands and a PCN is required, the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied, or explaining why the adverse environmental effects are no more than minimal and why compensatory mitigation should not be required. As an alternative, the prospective permittee may submit a conceptual or detailed mitigation plan. (7) For non -Federal permittees, if any listed species or designated critical habitat might be affected or is in the vicinity of the activity., or if the• activity is located in designated. critical habitat; the PCN must include the name(s) of those endangered or threatened species that might be affected by the proposed activity or utilize the designated critical habitat that might be affected by the proposed activity. For NWP activities that require pre -construction notification, Federal permittees must provide documentation demonstrating compliance with the Endangered Species Act; (8) For non -Federal permittees, if the NWP activity might have the potential to cause effects to a historic property listed on, determined to be eligible for listing on, or potentially eligible for listing on, the National Register of Historic Places, the PCN must state which historic property might have the potential to be affected by the proposed activity or include a vicinity map indicating the location of the historic property. For NWP activities that require pre -construction notification, Federal permittees must provide documentation demonstrating compliance with section 106 of the National Historic Preservation Act; (9) For an activity that will occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, the PCN must identify the Wild and Scenic River or the "study river" (see general condition 16); and (10) For an activity that requires permission from the Corps pursuant to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S. Army Corps of Engineers federally authorized civil works project, the pre -construction notification must include a statement confirming that the project proponent has submitted a written request for section 408 permission from the Corps office having jurisdiction over that USACE project. (c) Form of Pre -Construction Notification: The standard individual permit application form (Form ENG 4345) may be used, but the completed application form must clearly indicate that it is an NWP PCN and must include all of the applicable information required in paragraphs (b)(1) through (10) of this general condition. A letter containing the required information may also be used. Applicants may provide electronic files of PCNs and supporting materials if the district engineer has established tools and procedures for electronic submittals. (d) Aaencv Coordination: (1) The district engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the activity's adverse environmental effects so that they are no more than minimal. (2) Agency coordination is required for: (i) all NWP activities that require pre -construction notification and result in the loss of greater than 1/2-acre of waters of the United States; (ii) NWP 21, 29, 39, 40, 42, 43, 44, 50, 51, and 52 activities that require pre -construction notification and will result in the Ioss of greater than 300 Iinear feet of stream bed; (iii) NWP 13 activities in excess of 500 linear feet, fills greater than one cubic yard per running foot, or involve discharges of dredged or fill material into special aquatic sites; and (iv) NWP 54 activities in excess of 500 linear feet, or that extend into the waterbody more than 30 feet from the mean low water line in tidal waters or the ordinary high water mark in the Great Lakes. (3) When agency coordination is required, the district engineer will immediately provide (e.g., via e-mail, facsimile transmission, overnight mail, or other expeditious manner) a copy of the complete PCN to the appropriate Federal or state offices (FWS, state natural resource or water quality agency, EPA, and, if appropriate, the NMFS). With the exception of NWP 37, these agencies will have 10 calendar days from the date the material is transmitted to notify the district engineer via telephone,. facsimile transmission, or e-mail that they intend to•provide substantive, site -specific comments. The comments must explain why the agency believes the adverse environmental effects will be more than minimal. If so contacted by an agency, the district engineer will wait an additional 15 calendar days before making a decision on the pre -construction notification. The district engineer will fully consider agency comments received within the specified time frame concerning the proposed activity's compliance with the terms and conditions of the NWPs, including the need for mitigation to ensure the net adverse environmental effects of the proposed activity are no more than minimal. The district engineer will provide no response to the resource agency, except as provided below. The district engineer will indicate in the administrative record associated with each pre -construction notification that the resource agencies' concerns were considered. For NWP 37, the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or economic hardship will occur. The district engineer will consider any comments received to decide whether the NWP 37 authorization should be modified, suspended, or revoked in accordance with the procedures at 33 CFR 330.5. (4) In cases of where the prospective permittee is not a Federal agency, the district engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations, as required by section 305(b)(4)(B) of the Magnuson -Stevens Fishery Conservation and Management Act. (5) Applicants are encouraged to provide the Corps with either electronic files or multiple copies of pre -construction notifications to expedite agency coordination. D. District Engineer's Decision l . In reviewing the PCN for the proposed activity, the district engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. If a project proponent requests authorization by a specific NWP, the district engineer should issue the NWP verification for that activity if it meets the terms and conditions of that NWP, unless he or she determines, after considering mitigation, that the proposed activity will result in more than minimal individual and cumulative adverse effects on the aquatic environment and other aspects of the public interest and exercises discretionary authority to require an individual permit for the proposed activity. For a linear project, this determination will include an evaluation of the individual crossings of waters of the United States to determine whether they individually satisfy the terms and conditions of the NWP(s), as well as the cumulative effects caused by all of the crossings authorized by NWP. If an applicant requests a waiver of the 300 linear foot limit on impacts to streams or of an otherwise applicable limit, as provided for in NWPs 13, 21, 29, 36, 39, 40, 42, 43, 44, 50, 51, 52, or 54, the district engineer will only grant the waiver upon a written determination that the NWP activity will result in only minimal individual and cumulative adverse environmental effects. For those NWPs that have a waivable 300 linear foot limit for losses of intermittent and ephemeral stream bed and a 1/2-acre limit (i.e., NWPs 21, 29, 39, 40, 42, 43, 44, 50, 51, and 52), the loss of intermittent and ephemeral stream bed, plus any other losses of jurisdictional waters and wetlands, cannot exceed 1/2-acre. 2. When making minimal adverse environmental effects determinations the district engineer will consider the direct and indirect effects caused by the NWP activity. He or she will also consider the cumulative adverse environmental effects caused by activities authorized by NWP and whether those cumulative adverse environmental effects are no more than minimal. The district engineer will also consider site specific factors, such as the environmental setting in the vicinity of the NWP activity, the type of resource that will be affected by the NWP activity, the functions provided by the aquatic resources that will be affected by the NWP.activity, the degree or magnitude to which the aquatic resources perform those functions, the extent that aquatic resource functions will be lost as a result of the NWP activity (e.g., partial or complete loss), the duration of the adverse effects (temporary or permanent), the importance of the aquatic resource functions to the region (e.g., watershed or ecoregion), and mitigation required by the district engineer. If an appropriate functional or condition assessment method is available and practicable to use, that assessment method may be used by the district engineer to assist in the minimal adverse environmental effects determination. The district engineer may add case -specific special conditions to the NWP authorization to address site -specific environmental concerns. 3. If the proposed activity requires a PCN and will result in a loss of greater than 1/10-acre of wetlands, the prospective permittee should submit a mitigation proposal with the PCN. Applicants may also propose compensatory mitigation for NWP activities with smaller impacts, or for impacts to other types of waters (e.g., streams). The district engineer will consider any proposed compensatory mitigation or other mitigation measures the applicant has included in the proposal in determining whether the net adverse environmental effects of the proposed activity are no more than minimal. The compensatory mitigation proposal may be either conceptual or detailed. If the district engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse environmental effects are no more than minimal, after considering mitigation, the district engineer will notify the permittee and include any activity -specific conditions in the NWP verification the district engineer deems necessary. Conditions for compensatory mitigation requirements must comply with the appropriate provisions at 33 CFR 332.3(k). The district engineer must approve the final mitigation plan before the permittee commences work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the district engineer will expeditiously review the proposed compensatory mitigation plan. The district engineer must review the proposed compensatory mitigation plan within 45 calendar days of receiving a complete PCN and determine whether the proposed mitigation would ensure the NWP activity results in no more than minimal adverse environmental effects. If the net adverse environmental effects of the NWP activity (after consideration of the mitigation proposal) are determined by the district engineer to be no more than minimal, the district engineer will provide a timely written response to the applicant. The response will state that the NWP activity can proceed under the terms and conditions of the NWP, including any activity -specific conditions added to the NWP authorization by the district engineer. 4. If the district engineer determines that the adverse environmental effects of the proposed activity are more than minimal, then the district engineer will notify the applicant either: (a) that the activity does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit; (b) that the activity is authorized under the NWP subject to the applicant's submission of a mitigation plan that would reduce the adverse environmental effects so that they are no more than minimal; or (c) that the activity is authorized under the NWP with specific modifications or conditions. Where the district engineer determines that mitigation is required to ensure no more than minimal adverse environmental effects, the activity will be authorized within the 45-day PCN period (unless additional time is required to comply with general conditions 18, 20, and/or 31, or to evaluate PCNs for activities authorized by NWPs 21, 49, and 50), with activity -specific conditions that state the mitigation requirements. The authorization will include the necessary conceptual or detailed mitigation plan or a requirement that the applicant submit a mitigation plan that would reduce the adverse environmental effects so that they are no more than minimal. When compensatory mitigation is required, no work in waters of the United States may occur until the district engineer has approved a specific mitigation plan or has determined that prior approval of a final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. E. Further Information 1. District Engineers have authority to determine if an activity complies with the terms and conditions of an NWP. 2. NWPs do not obviate the need to obtain other federal, state, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project (see general condition 31). F. Definitions Best management practices (BMPs): Policies, practices, procedures, or structures implemented to mitigate the adverse environmental effects on surface water quality resulting from development. BMPs are categorized as structural or non-structural. Comoensatory mitigation: The restoration (re-establishment or rehabilitation), establishment (creation), enhancement, and/or in certain circumstances preservation of aquatic resources for the purposes of offsetting unavoidable adverse impacts which remain after all appropriate and practicable avoidance and minimization has been achieved. Currently serviceable: Useable as is or with some maintenance, but not so degraded as to essentially require reconstruction. Direct effects: Effects that are caused by the activity and occur at the same time and place. Discharge: The term "discharge" means any discharge of dredged or fill material into waters of the United States. Ecological reference: A model used to plan and design an aquatic habitat and riparian area restoration, enhancement, or establishment activity under NWP 27. An ecological reference may be based on the structure, functions, and dynamics of an aquatic habitat type or a riparian area type that currently exists in the region where the proposed NWP 27 activity is located. Alternatively, an ecological reference may be based on a conceptual model for the aquatic habitat type or riparian area type to be restored, enhanced, or established as a result of the proposed NWP 27 activity. An ecological reference takes into account the range of variation of the aquatic habitat type or riparian area type in the region. Enhancement: The manipulation of the physical, chemical, or biological characteristics of an aquatic resource to heighten, intensify, or improve a specific aquatic resource function(s). Enhancement results in the gain of selected aquatic resource function(s), but may also lead to a decline in other aquatic resource function(s). Enhancement does not result in a gain in aquatic resource area. Ephemeral stream: An ephemeral stream has flowing water only during, and for a short. duration after, precipitation events in a typical year. Ephemeral stream beds are located above the water table year-round. Groundwater is not a source of water for the stream. Runoff from rainfall is the primary source of water for stream flow. Establishment (creation): The manipulation of the physical, chemical, or biological characteristics present to develop an aquatic resource that did not previously exist at an upland site. Establishment results in a gain in aquatic resource area. High Tide Line: The line of intersection of the land with the water's surface at the maximum height reached by a rising tide. The high tide line may be determined, in the absence of actual data, by a line of oil or scum along shore objects, a more or less continuous deposit of fine shell or debris on the foreshore or berm, other physical markings or characteristics, vegetation lines, tidal gages, or other suitable means that delineate the general height reached by a rising tide. The line encompasses spring high tides and other high tides that occur with periodic frequency but does not include storm surges in which there is a departure from the normal or predicted reach of the tide due to the piling up of water against a coast by strong winds such as those accompanying a hurricane or other intense storm. Historic Property: Any prehistoric or historic district, site (including archaeological site), building, structure, or other object included in, or eligible for inclusion in, the National Register of Historic Places maintained by the Secretary of the Interior. This term includes artifacts, records, and remains that are related to and located within such properties. The term includes properties of traditional religious and cultural importance to an Indian tribe or Native Hawaiian organization and that meet the National Register criteria (36 CFR part 60). Independent utility: A test to determine what constitutes a single and complete non -linear project in the Corps Regulatory Program. A project is considered to have independent utility if it would be constructed absent the construction of other projects in the project area. Portions of a multi -phase project that depend upon other phases of the project do not have independent utility. Phases of a project that would be constructed even if the other phases were not built can be considered as separate single and complete projects with independent utility. Indirect effects: Effects that are caused by the activity and are later in time or farther removed in distance, but are still reasonably foreseeable. Intermittent stream: An intermittent stream has flowing water during certain times of the year, when groundwater provides water for stream flow. During dry periods, intermittent streams may not have flowing water. Runoff from rainfall is a supplemental source of water for stream flow. Loss of waters of the United States: Waters of the United States that are permanently adversely affected by filling, flooding, excavation, or drainage because of the regulated activity. Permanent adverse effects include permanent discharges of dredged or fill material that change an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a waterbody. The acreage of loss of waters of the United States is a threshold measurement of the impact to jurisdictional waters for determining whether a project may qualify for an NWP; it is not a net threshold that is calculated after considering compensatory mitigation that may used to offset losses of aquatic functions and services. The loss of stream bed includes the acres or linear feet of stream bed that are filled or excavated as a result of the regulated activity:, Waters of the United States temporarily filled, flooded, excavated, or drained, but restored to pre -construction contours and elevations after construction, are not included in the measurement of loss of waters of the United States. Impacts resulting from activities that do not require Department of the Army authorization, such as activities eligible for exemptions under section 404(f) of the Clean Water Act, are not considered when calculating the loss of waters of the United States. Navigable waters: Waters subject to section 10 of the Rivers and Harbors Act of 1899. These waters are defined at 33 CFR part 329. Non -tidal wetland: A non -tidal wetland is a wetland that is not subject to the ebb and flow of tidal waters. Non -tidal wetlands contiguous to tidal waters are located landward of the high tide line (i.e., spring high tide line). Open water: For purposes of the NWPs, an open water is any area that in a year with normal patterns of precipitation has water flowing or standing above ground to the extent that an ordinary high water mark can be determined. Aquatic vegetation within the area of flowing or standing water is either non -emergent, sparse, or absent. Vegetated shallows are considered to be open waters. Examples of "open waters" include rivers, streams, lakes, and ponds. Ordinary Hiah Water Mark: An ordinary high water mark is a Iine on the shore established by the fluctuations of water and indicated by physical characteristics, or by other appropriate means that consider the characteristics of the surrounding areas. Perennial stream: A perennial stream has flowing water year-round during a typical year. The water table is located above the stream bed for most of the year. Groundwater is the primary source of water for stream flow. Runoff from rainfall is a supplemental source of water for stream flow. Practicable: Available and capable of being done after taking into consideration cost, existing technology, and logistics in light of overall project purposes. Pre -construction notification: A request submitted by the project proponent to the Corps for confirmation that a particular activity is authorized by nationwide permit. The request may be a permit application, letter, or similar document that includes information about the proposed work and its anticipated environmental effects. Pre -construction notification may be required by the terms and conditions of a nationwide permit, or by regional conditions. A pre -construction notification may be voluntarily submitted in cases where pre -construction notification is not required and the project proponent wants confirmation that the activity is authorized by nationwide permit. Preservation: The removal of a threat to, or preventing the decline of, aquatic resources by an action in or near those aquatic resources. This term includes activities commonly associated with the protection and maintenance of aquatic resources through the implementation of appropriate legal and physical mechanisms. Preservation does not result in a gain of aquatic resource area or functions. Protected tribal resources: Those natural resources and properties of traditional or customary religious or -cultural importance, either on or off Indian Iands, retained by, or reserved by or for, Indian tribes through treaties, statutes, judicial decisions, or executive orders, including tribal trust resources. Re-establishment: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of returning natural/historic functions to a farmer aquatic resource. Re- establishment results in rebuilding a former aquatic resource and results in a gain in aquatic resource area and functions. Rehabilitation: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of repairing natural/historic functions to a degraded aquatic resource. Rehabilitation results in a gain in aquatic resource function, but does not result in a gain in aquatic resource area. Restoration: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of returning natural/historic functions to a former or degraded aquatic resource. For the purpose of tracking net gains in aquatic resource area, restoration is divided into two categories: re-establishment and rehabilitation. Riffle and pool complex: Riffle and pool complexes are special aquatic sites under the 404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid movement of water over a course substrate in riffles results in a rough flow, a turbulent surface, and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize pools. Riparian areas: Riparian areas are lands next to streams, lakes, and estuarine -marine shorelines. Riparian areas are transitional between terrestrial and aquatic ecosystems, through which surface and subsurface hydrology connects riverine, lacustrine, estuarine, and marine waters with their adjacent wetlands, non -wetland waters, or uplands. Riparian areas provide a variety of ecological functions and services and help improve or maintain local water quality. (See general condition 23.) Shellfish seeding: The placement of shellfish seed and/or suitable substrate to increase shellfish production. Shellfish seed consists of immature individual shellfish or individual shellfish attached to shells or shell fragments (i.e., spat on shell). Suitable substrate may consist of shellfish shells, shell fragments, or other appropriate materials placed into waters for shellfish habitat. Sinale and complete linear oroiect: A linear project is a project constructed for the purpose of getting people, goods, or services from a point of origin to a terminal point, which often involves multiple crossings of one or more waterbodies at separate and distant locations. The term "single and complete project" is defined as that portion of the total linear project proposed or accomplished by one owner/developer or partnership or other association of owners/developers that includes all crossings of a single water of the United States (i.e., a single waterbody) at a specific location. For linear projects crossing a single or multiple waterbodies several times at separate and distant locations, each crossing is considered a single and complete project for purposes of NWP authorization. However, individual channels in a braided stream or river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate waterbodies, and crossings of such features cannot be considered separately. Sinale and completenon-linear vroiect: For non -linear projects, the term "single and complete project" is defined at 33 CFR 330.2(i) as the total project proposed or accomplished by one owner/developer or partnership or other association of owners/developers. A single and complete non -linear project must have independent utility (see definition of "independent utility") Single and complete non -linear projects may not be "piecemealed" to avoid the limits in an NWP authorization. Stormwater management: Stormwater management is the mechanism for controlling stormwater runoff for the purposes of reducing downstream erosion, water quality degradation, and flooding and mitigating the adverse effects of changes in land use on the aquatic environment. Stormwater management facilities: Stormwater management facilities are those facilities, including but not limited to, stormwater retention and detention ponds and best management practices, which retain water for a period of time to control runoff and/or improve the quality (i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other pollutants) of Stormwater runoff. Stream bed: The substrate of the stream channel between the ordinary high water marks. The substrate may be bedrock or inorganic particles that range in size from clay to boulders. Wetlands contiguous to the stream bed, but outside of the ordinary high water marks, are not considered part of the stream bed. Stream channelization: The manipulation of a stream's course, condition, capacity, or location that causes more than minimal interruption of normal stream processes. A channelized stream remains a water of the United States. Structure: An object that is arranged in a definite pattern of organization. Examples of structures include, without limitation, any pier, boat dock, boat ramp, wharf, dolphin, weir, boom, breakwater, bulkhead, revetment, riprap, jetty, artificial island, artificial reef, permanent mooring structure, power transmission line, permanently moored floating vessel, piling, aid to navigation, or any other manmade obstacle or obstruction. Tidal wetland: A tidal wetland is a jurisdictional wetland that is inundated by tidal waters. Tidal waters rise and fall in a predictable and measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end where the rise and fall of the water surface can no longer be practically measured in a predictable rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located channelward of the high tide line. Tribal lands: Any lands title to which is either: 1) held in trust by the United States for the benefit of any Indian tribe or individual; or 2) held by any Indian tribe or individual subject to restrictions by the United States against alienation. Tribal rights: Those rights legally accruing to a tribe or tribes by virtue of inherent sovereign authority, unextinguished aboriginal title, treaty, statute, judicial decisions, executive order or agreement, and that give rise to legally enforceable remedies. Vegetated shallows: Vegetated shallows are special aquatic sites under the 404(b)(1) Guidelines. They are areas that are permanently inundated and under normal circumstances have rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of vascular rooted plants in freshwater systems. Waterbody: For purposes of the NWPs, a waterbody is a jurisdictional water of the United States. if a wetland is adjacent to a waterbody determined to be a water of the United States, that waterbody and any adjacent wetlands are -considered together as a single aquatic unit (see 33 CFR 328.4(c)(2)). Examples of "waterbodies" include streams, rivers, lakes, ponds, and wetlands. Note: To qualify for NWP authorization, the prospective permittee must comply with the following general conditions, as applicable, in addition to any regional or case -specific conditions imposed by the division engineer or district engineer. Prospective permittees should contact the appropriate Corps district office to determine if regional conditions have been imposed on an NWP. Prospective permittees should also contact the appropriate Corps district office to determine the status of Clean Water Act Section 401 water quality certification and/or Coastal Zone Management Act consistency for an NWP. Every person who may wish to obtain permit authorization under one or more NWPs, or who is currently relying on an existing or prior permit authorization under one or more NWPs, has been and is on notice that all of the provisions of 33 CFR 330.1 through 330.6 apply to every NWP authorization. Note especially 33 CFR 330.5 relating to the modification, suspension, or revocation of any NWP authorization. 1. Navigation. (a) No activity may cause more than a minimal adverse effect on navigation. (b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, must be installed and maintained at the permittee's expense on authorized facilities in navigable waters of the United States. (c) The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. All permanent and temporary crossings of waterbodies shall be suitably culverted, bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of those aquatic species. If a bottomless culvert cannot be used, then the crossing should be designed and constructed to minimize adverse effects to aquatic life movements. 3. Spawning Areas. Activities in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning area are not authorized. 4. Mip-ratory Bird Breeding Areas. Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. 5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and 48, or is a shellfish seeding or habitat restoration activity authorized by N WP 27. 6: Suitable'Material. No activity may use unsuitable material (e.g., trash, debris, car bodies, asphalt, -etc.) Material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the Clean Water Act). 7. Water Sunoly Intakes. No activity may occur in the proximity of public water supply intake, except where the activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization. 8. Adverse Effects From lmpoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting its flow must be minimized to the maximum extent practicable. 9. Manaaement of Water Flows. To the maximum extent practicable, the pre -construction course, condition, capacity, and location of open waters must be maintained for each activity, including stream channelization, storm water management activities, and temporary and permanent road crossings, except as provided below. The activity must be constructed to withstand expected high flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary purpose of the activity is to impound water or manage high flows. The activity may alter the pre -construction course, condition, capacity, and location of open waters if it benefits the aquatic environment (e.g., stream restoration or relocation activities). 10. Fills Within 100-Year Floodolains. The activity must comply with applicable FEMA- approved state or local floodplain management requirements. 11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be taken to minimize soil disturbance. I2. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low -flow or no -flow, or during low tides. 13. Removal of Temporary Fills. Temporary fills must be removed in their entirety and the affected areas returned to pre -construction elevations. The affected areas must be revegetated, as appropriate. 14. Proper Maintenance. Any authorized structure or fill shall be properly maintained, including maintenance to ensure public safety and compliance with applicable NWP general conditions, as well as any activity -specific conditions added by the district engineer to an NWP authorization. 15. Single and Complete Proiect. The activity must be a single and complete project. The same NWP cannot be used more than once for the same single and complete project. 16. Wild and Scenic Rivers. (a) No NWP activity may occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, unless the appropriate Federal agency with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study status. (b) If proposed NWP activity will occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, the permittce must submit a pre -construction notification (see general condition 32). The district engineer will coordinate the PCN with the Federal agency with direct management responsibility for that river. The permittee shall not begin the NWP activity until notified by the district engineer that the Federal agency with direct management responsibility for that river has determined in writing that the proposed NWP activity will not adversely affect the Wild and Scenic River designation or study status. (c) Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency responsible for the designated Wild and Scenic River or study river (e,g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). Information on these rivers is also available at: http://www.rivers.gov/. 17. Tribal Rights. No N WP activity may cause more than minimal adverse effects on tribal rights (including treaty rights), protected tribal resources, or tribal lands. 18. Endangered Species. (a) No activity is authorized under any NWP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will directly or indirectly destroy or adversely modify the critical habitat of such species. No activity is authorized under any NWP which "may affect" a listed species or critical habitat, unless ESA section 7 consultation addressing the effects of the proposed activity has been completed. Direct effects are the immediate effects on listed species and critical habitat caused by the NWP activity. Indirect effects are those effects on listed species and critical habitat that are caused by the NWP activity and are later in time, but still are reasonably certain to occur. (b) Federal agencies should follow their own procedures for complying with the requirements of the ESA. If pre -construction notification is required for the proposed activity, the Federal permittee must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will verify that the appropriate documentation has been submitted. If the appropriate documentation has not been submitted, additional ESA section 7 consultation may be necessary for the activity and the respective federal agency would be responsible for fulfilling its obligation under section 7 of the ESA. (c) Non-federal permittees must submit a pre -construction notification to the district engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the activity, or if the activity is located in designated critical habitat, and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that might affect Federally -listed endangered or threatened species or designated critical habitat, the pre -construction notification must include the name(s) of the endangered or threatened species that might be affected by the proposed activity or that utilize the designated critical habitat that might be affected by the proposed activity. The district engineer will determine whether the proposed activity "may affect" or will have "no effect" to listed species and designated critical habitat and will notify the non- FederaI applicant of the Corps' determination within 45 days of receipt of a complete pre - construction notification. In cases where the non -Federal applicant has identified listed species or critical habitat that might be affected or is in the vicinity of the activity, and has so notified the Corps, the applicant shall not begin work until the Corps has provided notification that the proposed activity will have "no effect" on listed species or critical habitat, or until ESA section 7 consultation has been.completed. If the non -Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (d) Asa result of formal or informal consultation with the FWS or NMFS the district engineer may add species -specific permit conditions to the NWPs. (e) Authorization of an activity by an NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the FWS or the NMFS, the Endangered Species Act prohibits any person subject to the jurisdiction of the United States to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word "harm" in the definition of "take" means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or sheltering. (f) If the non-federal permittee has a valid ESA section 10(a)(1)(B) incidental take permit with an approved Habitat Conservation Plan for a project or a group of projects that includes the proposed NWP activity, the non-federal applicant should provide a copy of that ESA section I0(a)(1)(B) permit with the PCN required by paragraph (c) of this general condition. The district engineer will coordinate with the agency that issued the ESA section I0(a)(1)(B) permit to determine whether the proposed NWP activity and the associated incidental take were considered in the internal ESA section 7 consultation conducted for the ESA section 10(a)(1)(13) permit. If that coordination results in concurrence from the agency that the proposed NWP activity and the associated incidental take were considered in the internal ESA section 7 consultation for the ESA section I0(a)(1)(B) permit, the district engineer does not need to conduct a separate ESA section 7 consultation for the proposed NWP activity. The district engineer will notify the non-federal applicant within 45 days of receipt of a complete pre -construction notification whether the ESA section I0(a)(1)(B) permit covers the proposed NWP activity or whether additional ESA section 7 consultation is required. (g) Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the FWS and NMFS or their world wide web pages at http://www.fws.gov/ or http://www.fws.gov/ipac and http://www.nmfs.noaa.gov/pr/species/esa/ respectively. 19. Mivatory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring their action complies with the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act. The permittee is responsible for contacting appropriate local office of the U.S. Fish and Wildlife Service to determine applicable measures to reduce impacts to migratory birds or eagles, including whether "incidental take" permits are necessary and available under the Migratory Bird Treaty Act or Bald and Golden Eagle Protection Act for a particular activity. 20. Historic Properties. (a) In cases where the district engineer determines that the activity may have the potential to cause effects to properties listed, or eligible for listing, in the National Register of Historic Places, the activity is not authorized, until the requirements of Section 106 of the National Historic Preservation Act (NHPA) have been satisfied. (b)Tederal permittees should follow their own procedures for complying with the requirements of section 106 of the National Historic Preservation Act. If pre -construction notification is required for the proposed NWP activity, the Federal permittee must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will verify that the appropriate documentation has been submitted. If the appropriate documentation is not submitted; then additional consultation under section 106 may be necessary. The respective federal agenoy is responsible for fulfilling its obligation to comply with section 106. (c) Non-federal permittees must submit a pre -construction notification to the district engineer if the NWP activity might have the potential to cause effects to any historic properties listed on, determined to be eligible for listing on, or potentially eligible for listing on the National Register of Historic Places, including previously unidentified properties. For such activities, the pre -construction notification must state which historic properties might have the potential to be affected by the proposed NWP activity or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic properties. Assistance regarding information on the location of, or potential for, the presence of historic properties can be sought from the State Historic Preservation Officer, Tribal Historic Preservation Officer, or designated tribal representative, as appropriate, and the National Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre -construction notifications, district engineers will comply with the current procedures for addressing the requirements of section 106 of the National Historic Preservation Act. The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts, which may include background research, consultation, oral history interviews, sample field investigation, and field survey. Based on the information submitted in the PCN and these identification efforts, the district engineer shall determine whether the proposed NWP activity has the potential to cause effects on the historic properties. Section 106 consultation is not required when the district engineer determines that the activity does not have the potential to cause effects on historic properties (see 36 CFR 800.3(a)). Section 106 consultation is required when the district engineer determines that the activity has the potential to cause effects on historic properties. The district engineer will conduct consultation with consulting parties identified under 36 CFR 800.2(c) when he or she makes any of the following effect determinations for the purposes of section 106 of the NHPA: no historic properties affected, no adverse effect, or adverse effect. Where the non -Federal applicant has identified historic properties on which the activity might have the potential to cause effects and so notified the Corps, the non -Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects to historic properties or that NHPA section 106 consultation has been completed. (d) For non-federal permittees, the district engineer will notify the prospective permittee within 45 days of receipt of a complete pre -construction notification whether NHPA section 106 consultation is required. If NHPA section 106 consultation is required, the district engineer will notify the non -Federal applicant that he or she cannot begin the activity until section 106 consultation is completed. If the non -Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (e) Prospective perm ittees should be aware that section 110k of the NHPA (54 U.S.C. 306113) prevents the Corps from granting a permit or other assistance to an applicant who, with intent to avoid the requirements of section 106 of the NHPA, has intentionally significantly adversely affected a historic property to which the permit would relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation with the Advisory Council on Historic Preservation (ACHP), determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance, the Corps is -required to notify the ACHP and provide documentation specifying the circumstances, the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant, SHPOMWO, appropriate Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and other parties known to have a legitimate interest in the impact&4o the permitted activity on historic properties. 21. Discovery of Previously Unknown Remains and Artifacts. If you discover any previously unknown historic, cultural or archeological remains and artifacts while accomplishing the activity authorized by this permit, you must immediately notify the district engineer of what you have found, and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required coordination has been completed. The district engineer will initiate the Federal, Tribal, and state coordination required to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 22. Desk -mated. Critical Resource Waters. Critical resource waters include, NOAA-managed marine sanctuaries and marine monuments, and National Estuarine Research Reserves. The district engineer may designate, after notice and opportunity for public comment, additional waters officially designated by a state as having particular environmental or ecological significance, such as outstanding national resource waters or state natural heritage sites. The district engineer may also designate additional critical resource waters after notice and opportunity for public comment. (a) Discharges of dredged or fill material into waters of the United States are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, and 52 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. (b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, 38, and 54, notification is required in accordance with general condition 32, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The district engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 23. Mitigation. The district engineer will consider the following factors when determining appropriate and practicable mitigation necessary to ensure that the individual and cumulative adverse environmental effects are no more than minimal: (a) The activity must be designed and constructed to avoid and minimize adverse effects, both temporary and permanent, to waters of the United States to the maximum extent practicable at the project site (i.e., on site). (b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or compensating for resource losses) will be required to the extent necessary to ensure that the individual and cumulative adverse environmental effects are no more than minimal. (c) Compensatory mitigation at a minimum one -for -one ratio will be required for all wetland losses that exceed 1/10-acre and require pre -construction notification, unless the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse environmental effects of the proposed activity are no more than minimal, and provides an activity -specific waiver of this requirement. For wetland losses of 1/10-acre or less that require pre -construction notification, the district engineer may determine on a ease -by -case basis that compensatory mitigation is required to ensure that the activity results in only minimal adverse environmental effects. (d) For losses of streams or other open waters that require pre -construction notification, the district engineer may require compensatory mitigation to ensure that the activity'results in no more than minimal adverse environmental effects. Compensatory mitigation for losses of streams should be provided, if practicable, through stream rehabilitation, enhancement, or preservation, since streams are difficult -to -replace resources (see 33 CFR 332.3(e)(3)). (e) Compensatory mitigation plans for NWP activities in or near streams or other open waters will normally include a requirement for the restoration or enhancement, maintenance, and legal protection (e.g., conservation casements) of riparian areas next to open waters. In some cases, the restoration or maintenance/protection of riparian areas may be the only compensatory mitigation required. Restored riparian areas should consist of native species. The width of the required riparian area will address documented water quality or aquatic habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each side of the stream, but the district engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns. If it is not possible to restore or maintain/protect a riparian area on both sides of a stream, or if the waterbody is a lake or coastal waters, then restoring or maintaining/protecting a riparian area along a single bank or shoreline may be sufficient. Where both wetlands and open waters exist on the project site, the district engineer will determine the appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation) based on what is best for the aquatic environment on a watershed basis. In cases where riparian areas are determined to be the most appropriate form of minimization or compensatory mitigation, the district engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. (f) Compensatory mitigation projects provided to offset losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332. (1) The prospective permittee is responsible for proposing an appropriate compensatory mitigation option if compensatory mitigation is necessary to ensure that the activity results in no more than minimal adverse environmental effects. For the NWPs, the preferred mechanism for providing compensatory mitigation is mitigation bank credits or in -lieu fee program credits (see 33 CFR 332.3(b)(2) and (3)). However, if an appropriate number and type of mitigation bank or in - lieu credits are not available at the time the PCN is submitted to the district engineer, the district engineer may approve the use of permittee-responsible mitigation. (2) The amount of compensatory mitigation required by the district engineer must be sufficient to ensure that the authorized activity results in no more than minimal individual and cumulative adverse environmental effects (see 33 CFR 330.1(e)(3)). (See also 33 CFR 332.3(f)). (3) Since the likelihood of success is greater and the impacts to potentially valuable uplands are reduced, aquatic resource restoration should be the first compensatory mitigation option considered for permittee-responsible mitigation. (4) If permittee-responsible mitigation is the proposed option, the prospective permittee is responsible for submitting a mitigation plan. A conceptual or detailed mitigation plan may be used by the district engineer to make the decision on the NWP verification request, but a final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2) through (14) must be approved by the district engineer before the permittee begins work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation (see 33 CFR 332.3(k)(3)). (5) If mitigation bank or in -lieu fee program credits are the proposed option, the mitigation plan only needs -to address the baseline conditions at the impact site and the number of credits to be provided. - (6) Compensatory mitigation requirements (e.g., resource type and amount to be provided as compensatory mitigation, site protection, ecological performance standards, monitoring requirements) may be addressed through conditions added to the NWP authorization, instead of components of a compensatory mitigation plan (see 33 CFR 332.4(c)(1)(ii)). (g) Compensatory mitigation will not be used to increase the acreage losses allowed by the acreage limits of the NWPs. For example, if an NWP has an acreage limit of 1/2-acre, it cannot be used to authorize any NWP activity resulting in the loss of greater than 1/2-acre of waters of the United States, even if compensatory mitigation is provided that replaces or restores some of the lost waters. However, compensatory mitigation can and should be used, as necessary, to ensure that an NWP activity already meeting the established acreage limits also satisfies the no more than minimal impact requirement for the NWPs. (h) Permittees may propose the use of mitigation banks, in -lieu fee programs, or permittee- responsible mitigation. When developing a compensatory mitigation proposal, the permittee must consider appropriate and practicable options consistent with the framework at 33 CFR 332.3(b). For activities resulting in the loss of marine or estuarine resources, permittee-responsible mitigation may be environmentally preferable if there are no mitigation banks or in -lieu fee programs in the area that have marine or estuarine credits available for sale or transfer to the permittee. For permittee-responsible mitigation, the special conditions of the NWP verification must clearly indicate the party or parties responsible for the implementation and performance of the compensatory mitigation project, and, if required, its long-term management. (i) Where certain functions and services of waters of the United States are permanently adversely affected by a regulated activity, such as discharges of dredged or fill material into waters of the United States that will convert a forested or scrub -shrub wetland to a herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be required to reduce the adverse environmental effects of the activity to the no more than minimal level. 24. Safety of Impoundment Structures. To ensure that all impoundment structures are safely designed, the district engineer may require non -Federal applicants to demonstrate that the structures comply with established state dam safety criteria or have been designed by qualified persons. The district engineer may also require documentation that the design has been independently reviewed by similarly qualified persons, andappropriate modifications made to ensure safety. 25. Water Quality. Where States and authorized Tribes, or EPA where applicable, have not previously certified compliance of an NWP with CWA section 401, individual 401 Water Quality Certification must be obtained or waived (see 33 CFR 330.4(c)). The district engineer or State or Tribe may require additional water quality management measures to ensure that the authorized activity does not result in more than minimal degradation of water quality. 26. Coastal Zone Manaaement. In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence, an individual state coastal zone management consistency concurrence must be obtained, or a presumption of concurrence must occur (see 33 CFR 330.4(d)). The district engineer or a State may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements.. 27. ReQional and Case-Bv-Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S. EPA in its section 401 Water Quality Certification, or by the state in its Coastal Zone Management Act consistency determination. 28. Use of Multiule Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited, except when the acreage loss of waters of the United States authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit. For example, if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the United States for the total project cannot exceed 1/3-acre. 29. Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit verification, the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification must be attached to the letter, and the letter must contain the following statement and signature: "When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred, the terms and conditions of this nationwide permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below." (Transferee) (Date) 30. Compliance Certification. Each permittee who receives an NWP verification letter from the Corps must provide a signed certification documenting completion of the authorized activity and implementation of any required compensatory mitigation. The success of any required permittee-responsible mitigation, including the achievement of ecological performance standards, will be addressed separately by the district engineer. The Corps will provide the permittee the certification document with the NWP verification letter. The certification document will include: (a) A statement that the authorized activity was done in accordance with the NWP authorization, including any general, regional, or activity -specific conditions; (b) A statement that the implementation of any required compensatory mitigation was completed in accordance with the permit conditions. if credits from a mitigation bank or in -lieu fee program are used to satisfy the compensatory mitigation requirements, the certification must include the documentation required by 33 CFR 332.3(L)(3) to confirm that the permittee secured the appropriate number and resource type of credits; and (c) The signature of the permittee certifying the completion of the activity and mitigation. The completed certification document must be submitted to the district engineer within 30 days of completion of the authorized activity or the implementation of any required compensatory mitigation, whichever occurs later. 31. Activities Affectina Structures or Works Built by the United States. 1f an NWP activity also requires permission from the Corps pursuant to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S. Army Corps of Engineers (USACE) federally authorized Civil Works project (a "USACE project"), the prospective permittee must submit a pre - construction notification. See paragraph (b)(10) of general condition 32. An activity that requires section 408 permission is not authorized by NWP until the appropriate Corps office issues the section 408 permission to alter, occupy, or use the USACE project, and the district engineer issues a written NWP verification. 32. Pre -Construction Notification. (a) Timing. Where required by the terms of the NWP, the prospective permittee must notify the district engineer by submitting a pre -construction notification (PCN) as early as possible. The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and, if the PCN is determined to be incomplete, notify the prospective permittee within that 30 day period to request the additional information necessary to make the PCN complete. The request must specify the information needed to make the PCN complete. As a general rule, district engineers will request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the district engineer will notify the prospective permittee that the PCN is still incomplete and the PCN review process will not commence until all of the requested information has been received by the district engineer. The prospective permittee shall not begin the activity until either: (1) He or she is notified in writing by the district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or division engineer; or (2) 45 calendar days have passed from the district engineer's receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer. However, if the permittee was required to notify the Corps pursuant to general condition 18 that listed species or critical habitat might be affected or are in the vicinity of the activity, or to notify the Corps pursuant to general condition 20 that the activity might have the potential to cause effects to historic properties, the permittee cannot begin the activity until receiving written notification from the Corps that there is "no effect" on listed species or "no potential to cause effects" on historic properties, or that any consultation required under Section 7 of the Endangered Species Act (see 33 CFR 330.4(f)) and/or section 106 of the National Historic Preservation Act (see 33 CFR 330.4(g)) has been completed. Also, work cannot begin under NWPs 21, 49, or 50 until the permittee has received written approval from the Corps. If the proposed activity requires a written waiver to exceed specified limits of an NWP, the permittee may not begin the activity until the district engineer issues the waiver. if the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt of a complete PCN, the permittee cannot begin the activity until an individual permit has been obtained. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). (b) Contents of Pre -Construction Notification: The PCN must be in writing and include the following information: (1) Name, address and telephone numbers of the prospective permittee; (2) Location of the proposed activity; (3) Identify the specific NWP or NWP(s) the prospective permittee wants to use to authorize the proposed activity; (4) A description of the proposed activity; the activity's purpose; direct and indirect adverse environmental effects the activity would cause, including the anticipated amount of loss of wetlands, other special aquatic sites, and other waters expected to result from the NWP activity, in acres, linear feet, or other appropriate unit of measure; a description of any proposed mitigation measures intended to reduce the adverse environmental effects caused by the proposed activity; and any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity, including other separate and distant crossings for linear projects that require Department of the Army authorization but do not require pre -construction notification. The description of the proposed activity and any proposed mitigation measures should be sufficiently detailed to allow the district engineer to determine that the adverse environmental effects of the activity will be no more than minimal and to determine the need for compensatory mitigation or other mitigation measures. For single and complete linear projects, the PCN must include the quantity of anticipated losses of wetlands, other special aquatic sites, and other waters for each single and complete crossing of those wetlands, other special aquatic sites, and other waters. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP. (Sketches usually clarify the activity and when provided results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative description of the proposed activity (e.g., a conceptual plan), but do not need to be detailed engineering plans); (5) The PCN must include a delineation of wetlands, other special aquatic sites, and other waters, such as lakes and ponds, and perennial, intermittent, and ephemeral streams, on the project site. Wetland delineations must be prepared in accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special aquatic sites and other waters on the project site, but there may be a delay if the Corps does the delineation, especially if the project site is large or contains many wetlands, other special aquatic sites, and other waters. Furthermore, the 45 day period will not start until the delineation has been submitted to or completed by the Corps, as appropriate; (6) If the proposed activity will result in the loss of greater than 1/10-acre of wetlands and a PCN is required, the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied, or explaining why the adverse environmental effects are no more than minimal and why compensatory mitigation should not be required. As an alternative, the prospective permittee may submit a conceptual or detailed mitigation plan. (7) For non -Federal permittees, if any listed species or designated critical habitat might be affected or is in the vicinity of the activity, or if the activity is located in designated critical habitat, the PCN must include the name(s) of those endangered or threatened species that might be affected by the proposed activity or utilize the designated critical habitat that might be affected by the proposed activity. For NWP activities that require pre -construction notification, Federal permittees must provide documentation demonstrating compliance with the Endangered Species Act; (8) For non -Federal permittees, if the NWP activity might have the potential to cause effects to a historic property listed on, determined to be -eligible for listing on, or potentially eligible for listing on, the National Register of Historic Places, the PCN must state which historic property might have the potential to be affected by the proposedactivity or include a vicinity map indicating the location of the historic property. For NWP activities that require pre -construction notification, Federal permittees must provide documentation demonstrating compliance with section 106 of the National Historic Preservation Act; (9) For an activity that will occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, the PCN must identify the Wild and Scenic River or the "study river" (see general condition 16); and (10) For an activity that requires permission from the Corps pursuant to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S. Army Corps of Engineers federally authorized civil works project, the pre -construction notification must include a statement confirming that the project proponent has submitted a written request for section 408 permission from the Corps office having jurisdiction over that USACE project. (c) Form of Pre -Construction Notification: The standard individual permit application form (Form ENG 4345) may be used, but the completed application form must clearly indicate that it is an NWP PCN and must include all of the applicable information required in paragraphs (b)(1) through (10) of this general condition. A letter containing the required information may also be used. Applicants may provide electronic files of PCNs and supporting materials if the district engineer has established tools and procedures for electronic submittals. (d) ARencv Coordination: (1) The district engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the activity's adverse environmental effects so that they are no more than minimal. (2) Agency coordination is required for: (i) all NWP activities that require pre -construction notification and result in the loss of greater than 1/2-acre of waters of the United States; (ii) NWP 21, 29, 39, 40, 42, 43, 44, 50, 51, and 52 activities that require pre -construction notification and will result in the loss of greater than 300 linear feet of stream bed; (iii) NWP 13 activities in excess of 500 linear feet, fills greater than one cubic yard per running foot, or involve discharges of dredged or fill material into special aquatic sites; and (iv) NWP 54 activities in excess of 500 linear feet, or that extend into the waterbody more than 30 feet from the mean low water line in tidal waters or the ordinary high water mark in the Great Lakes. (3) When agency coordination is required, the district engineer will immediately provide (e.g., via e-mail, facsimile transmission, overnight mail, or other expeditious manner) a copy of the complete PCN to the appropriate Federal or state offices (FWS, state natural resource or water quality agency, EPA, and, if appropriate, the NMFS). With the exception of NWP 37, these agencies will have 10 calendar days from the date the material is transmitted to notify the district engineer via telephone, facsimile transmission, or e-mail that they intend to provide substantive, site -specific comments. The comments must explain why the agency believes the adverse environmental effects will be more than minimal. If so contacted by an agency, the district engineer will wait an additional 15 calendar days before making a decision on the pre -construction notification. The district engineer will fully consider agency comments received within the specified time frame concerning the proposed activity's compliance with the terms and conditions of the NWPs, including the need for mitigation to ensure the net adverse environmental effects of the proposed activity are no more than minimal. The district engineer will provide no response to the resource agency, except as provided below. The district engineer will indicate in the administrative record associated with each pre -construction notification that the resource agencies' concerns were considered. For NWP 37, the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or economic hardship will occur. The district engineer will consider any comments received to decide whether the NWP 37 authorization should be modified, suspended, or revolted in accordance with the procedures at 33 CFR 330.5. (4) In cases of where the prospective permittee is not a Federal agency, the district engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations, as required by section 305(b)(4)(B) of the Magnuson -Stevens Fishery Conservation and Management Act. (5) Applicants are encouraged to provide the Corps with either electronic files or multiple copies of p re-constructi on notifications to expedite agency coordination. D. District Ensineer's Decision 1. In reviewing the PCN for the proposed activity, the district engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. If a project proponent requests authorization by a specific NWP, the district engineer should issue the NWP verification for that activity if it meets the terms and conditions of that NWP, unless he or she determines, after considering mitigation, that the proposed activity will result in more than minimal individual and cumulative adverse effects on the aquatic environment and other aspects of the public interest and exercises discretionary authority to require an individual permit for the proposed activity. For a linear project, this determination will include an evaluation of the individual crossings of waters of the United States to determine whether they individually satisfy the terms and conditions of the NWP(s), as well as the cumulative effects caused by all of the crossings authorized by NWP. If an applicant requests a waiver of the 300 linear foot limit on impacts to streams or of an otherwise applicable limit, as provided for in NWPs 13, 21, 29, 36, 39, 40, 42, 43, 44, 50, 51, 52, or 54, the district engineer will only grant the waiver upon a written determination that the NWP activity will result in only minimal individual and cumulative adverse environmental effects. For those NWPs that have a waivable 300 linear foot limit for losses of intermittent and ephemeral stream bed and a 1/2-acre limit (i.e., NWPs 21, 29, 39, 40, 42, 43, 44, 50, 51, and 52), the loss of intermittent and ephemeral stream bed, plus any other losses of jurisdictional waters and wetlands, cannot exceed 1/2-acre. 2. When making minimal adverse environmental effects determinations the district engineer will consider the direct and indirect effects caused by the NWP activity. He or she will also consider the cumulative adverse environmental effects caused by activities authorized by NWP and whether those cumulative adverse environmental effects are no more than minimal. The district engineer will also consider site specific factors, such as the environmental setting in the vicinity of the NWP activity, the type of resource that will be affected by the NWP activity, the functions provided by the aquatic resources that will be affected by the NWP activity, the degree or magnitude to which the aquatic resources perform those functions, the extent that aquatic resource functions will be lost as a result of the NWP activity (e.g., partial or complete loss), the duration of the adverse effects (temporary or permanent), the importance of the aquatic resource functions to the region (e.g., watershed or ecoregion), and mitigation required by the district engineer. If an appropriate functional or condition assessment method is available and practicable to use, that assessment method may be used by the district engineer to assist in the minimal adverse environmental effects determination. The district engineer may add case -specific special conditions to the NWP authorization to address site -specific environmental concerns. 3. If the proposed activity requires a PCN and will result in a loss of greater than 1 /10-acre of wetlands, the prospective permittee should submit a mitigation proposal with the PCN. Applicants may also propose compensatory mitigation for NWP activities with smaller impacts, or for impacts to other types of waters (e.g., streams). The district engineer will consider any proposed compensatory mitigation or other mitigation measures the applicant has included in the proposal in determining whether the net adverse environmental effects of the proposed activity are no more than minimal. The compensatory mitigation proposal may be either conceptual or detailed. if the district engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse environmental effects are no more than minimal, after considering mitigation, the district engineer will notify the permittee and include any activity -specific conditions in the NWP verification the district engineer deems necessary. Conditions for compensatory mitigation requirements must comply with the appropriate provisions at 33 CFR 332.3(k). The district engineer must approve the final mitigation plan before the permittee commences work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the district engineer will expeditiously review the proposed compensatory mitigation plan. The district engineer must review the proposed compensatory mitigation plan within 45 calendar days of receiving a complete PCN and determine whether the proposed mitigation would ensure the NWP activity results in no more than minimal adverse environmental effects. If the net adverse environmental effects of the NWP activity (after consideration of the mitigation proposal) are determined by the district engineer to be no more than minimal, the district engineer will provide a timely written response to the applicant. The response will state that the NWP activity can proceed under the terms and conditions of the NWP, including any activity -specific conditions added to the NWP authorization by the district engineer. 4. If the district engineer determines that the adverse environmental effects of the proposed activity are more than minimal, then the district engineer will notify the applicant either: (a) that the activity does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit; (b) that the activity is authorized under the NWP subject to the applicant's submission of a mitigation plan that would reduce the adverse environmental effects so that they are no more than minimal; or (c) that the activity is authorized under the NWP with specific modifications or conditions. Where the district engineer determines that mitigation is required to ensure no more than minimal adverse environmental effects, the activity will be authorized within the 45-day PCN period (unless additional time is required to comply with general conditions 18, 20, and/or 31, or to evaluate PCNs for activities authorized by NWPs 21, 49, and 50), with activity -specific conditions that state the mitigation requirements. The authorization will include the necessary conceptual or detailed mitigation plan or a requirement that the applicant submit a mitigation plan that would reduce the adverse environmental effects so that they are no more than minimal. When compensatory mitigation is required, no work in waters of the United States may occur until the district engineer has approved a specific mitigation plan or has determined that prior approval of a final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. E. Further Information 1. District Engineers have authority to determine if an activity complies with the terms and conditions of an NWP. 2. NWPs do not obviate the need to obtain other federal, state, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project (see general condition 31). F. Definitions Best manaaement practices (BMPs): Policies, practices, procedures, or structures implemented to mitigate the adverse environmental effects on surface water quality resulting from development. BMPs are categorized as structural or non-structural. Comnensatory mitiaation: The restoration (re-establishment or rehabilitation), establishment (creation), enhancement, and/or in certain circumstances preservation of aquatic resources for the purposes of offsetting unavoidable adverse impacts which remain after all appropriate and practicable avoidance and minimization has been achieved. Currentiv serviceable: Useable as is or with some maintenance, but not so degraded as to essentially require reconstruction. Direct effects: Effects that are caused by the activity and occur at the same time and place. Discharae: The term "discharge" means any discharge of dredged or fill material into waters of the United States. Ecological reference: A model used to plan and design an aquatic habitat and riparian area restoration, enhancement, or establishment activity under NWP 27. An ecological reference may be based on the structure, functions, and dynamics of an aquatic habitat type or a riparian area type that currently exists in the region where the proposed NWP 27 activity is located. Alternatively, an ecological reference may be based on a conceptual model for the aquatic habitat type or riparian area type to be restored, enhanced, or established as a result of the proposed NWP 27 activity. An ecological reference takes into account the range of variation of the aquatic habitat type or riparian area type in the region. Enhancement: The manipulation of the physical, chemical, or biological characteristics of an aquatic resource to heighten, intensify, or improve a specific aquatic resource function(s). Enhancement results in the gain of selected aquatic resource function(s), but may also lead to a decline in other aquatic resource function(s). Enhancement does not result in a gain in aquatic resource area. Ephemeral stream: An ephemeral stream has flowing water only during, and for a short duration after, precipitation events in a typical year. Ephemeral stream beds are located above the water table year-round. Groundwater is not a source of water for the stream. Runoff from rainfall is the primary source of water for stream flow. Establishment (creation): The manipulation of the physical, chemical, or biological characteristics present to develop an aquatic resource that did not previously exist at an upland site. Establishment results in a gain in aquatic resource area. Hiah Tide Line: The line of intersection of the land with the water's surface at the maximum height reached by a rising tide. The high tide line may be determined, in the absence of actual data, by a line of oil or scum along shore objects, a more or less continuous deposit of fine shell or debris on the foreshore or berm, other physical markings or characteristics, vegetation lines, tidal gages, or other suitable means that delineate the general height reached by a rising tide. The line encompasses spring high tides and other high tides that occur with periodic frequency but does not include storm surges in which there is a departure from the normal or predicted reach of the tide due to the piling up of water against a coast by strong winds such as those accompanying a hurricane or other intense storm. Historic Property: Any prehistoric or historic district, site (including archaeological site), building, structure, or other object included in, or eligible for inclusion in, the National Register of Historic Places maintained by the Secretary of the Interior. This term includes artifacts, records, and remains that are related to and located within such properties. The term includes properties of traditional religious and cultural importance to an Indian tribe or Native Hawaiian organization and that meet the National Register criteria (36 CFR part 60). Independent utility: A test to determine what constitutes a single and complete non -linear project in the Corps Regulatory Program. A project is considered to have independent utility if it would be constructed absent the construction of other projects in the project area. Portions of a multi -phase project that depend upon other phases of the project do not have independent utility. Phases of a project that would be constructed even if the other phases were not built can be considered as separate single and complete projects with independent utility. Indirect effects: Effects that are caused by the activity and are later in time or farther removed in distance, but are still reasonably foreseeable. Intermittent stream: An intermittent stream has flowing water during certain times of the year, when groundwater provides water for stream flow. During dry periods, intermittent streams may not have flowing water. Runoff from rainfall is a supplemental source of water for stream flow. Loss of waters of the United States: Waters of the United States that are permanently adversely affected by filling, flooding, excavation, or drainage because of the regulated activity. Permanent adverse effects include permanent discharges of dredged or fill material that change an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a waterbody. The acreage of loss of waters of the United States is a threshold measurement of the impact to jurisdictional waters for determining whether a project may qualify for an N WP; it is not a net threshold that is calculated after considering compensatory mitigation that may be used to offset losses of aquatic functions and services. The loss of stream bed includes the acres or linear feet of stream bed that are filled or excavated as a result of the regulated activity. Waters of the United States temporarily filled, flooded, excavated, or drained, but restored to pre -construction contours and elevations after construction, are not included in the measurement of loss of waters of the United States. Impacts resulting from activities that do not require Department of the Army authorization, such as activities eligible for exemptions under section 404(f) of the Clean Water Act, are not considered when calculating the loss of waters of the United States. Navigable waters: Waters subject to section 10 of the Rivers and Harbors Act of 1899. These waters are defined at 33 CFR part 329. Non -tidal wetland: A non -tidal wetland is a wetland that is not subject to the ebb and flow of tidal waters. Non -tidal wetlands contiguous to tidal waters are located landward of the high tide line. (i.e., spring high tide line). Open water: For purposes of the NWPs, an open water is any area that in a year with normal patterns of precipitation has water flowing or standing above ground to the extent that an ordinary high water mark can be determined. Aquatic vegetation within the area of flowing or standing water is either non -emergent, sparse, or absent. Vegetated shallows are considered to be open waters. Examples of "open waters" include rivers, streams, lakes, and ponds. Ordinary Hiah Water Mark: An ordinary high water mark is a line on the shore established by the fluctuations of water and indicated by physical characteristics, or by other appropriate means that consider the characteristics of the surrounding areas. Perennial stream: A perennial stream has flowing water year-round during a typical year. The water table is located above the stream bed for most of the year. Groundwater is the primary source of water for stream flow. Runoff from rainfall is a supplemental source of water for stream flow. Practicable: Available and capable of being done after taking into consideration cost, existing technology, and logistics in light of overall project purposes. Pre -construction notification: A request submitted by the project proponent to the Corps for confirmation that a particular activity is authorized by nationwide permit. The request may be a permit application, letter, or similar document that includes information about the proposed work and its anticipated environmental effects. Pre -construction notification may be required by the terms and conditions of a nationwide permit, or by regional conditions. A pre -construction notification may be voluntarily submitted in cases where pre -construction notification is not required and the project proponent wants confirmation that the activity is authorized by nationwide permit. Preservation: The removal of a threat to, or preventing the decline of, aquatic resources by an action in or near those aquatic resources. This term includes activities commonly associated with the protection and maintenance of aquatic resources through the implementation of appropriate legal and physical mechanisms. Preservation does not result in a gain of aquatic resource area or functions. Protected tribal resources: Those natural resources and properties of traditional or customary religious or cultural importance, either on or off Indian lands, retained by, or reserved by or for, Indian tribes through treaties, statutes, judicial decisions, or executive orders, including tribal trust resources. Re-establishment: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of returning natural/historic functions to a former aquatic resource. Re- establishment results in rebuilding a former aquatic resource and results in a gain in aquatic resource area and functions. Rehabilitation: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of repairing natural/historic functions to a degraded aquatic resource. Rehabilitation results in a gain in aquatic resource function, but does not result in a gain in aquatic resource area. Restoration: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of returning-natural/historic functions to a former or degraded aquatic resource. For the purpose of tracking net gains in aquatic resource area, restoration is divided into two categories: re-establishment and rehabilitation. Riffle and pool complex: Riffle and pool complexes are special aquatic sites under the 404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid movement of water over a course substrate in riffles results in a rough flow, a turbulent surface, and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize pools. Riparian areas: Riparian areas are lands next to streams, lakes, and estuarine -marine shorelines. Riparian areas are transitional between terrestrial and aquatic ecosystems, through which surface and subsurface hydrology connects riverine, lacustrine, estuarine, and marine waters with their adjacent wetlands, non -wetland waters, or uplands. Riparian areas provide a variety of ecological functions and services and help improve or maintain local water quality. (See general condition 23.) Shellfish seeding: The placement of shellfish seed and/or suitable substrate to increase shellfish production. Shellfish seed consists of immature individual shellfish or individual shellfish attached to shells or shell fragments (i.e., spat on shell). Suitable substrate may consist of shellfish shells, shell fragments, or other appropriate materials placed into waters for shellfish habitat. Single and complete linear project: A linear project is a project constructed for the purpose of getting people, goods, or services from a point of origin to a terminal point, which often involves multiple crossings of one or more waterbodies at separate and distant locations. The term "single and complete project" is defined as that portion of the total linear project proposed or accomplished by one owner/developer or partnership or other association of owners/developers that includes all crossings of a single water of the United States (i.e., a single waterbody) at a specific location. For linear projects crossing a single or multiple waterbodics several times at separate and distant locations, each crossing is considered a single and complete project for purposes of NWP authorization. However, individual channels in a braided stream or river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate waterbodies, and crossings of such features cannot be considered separately. Sinale and complete non -linear moiect: For non -linear projects, the term "single and complete project" is defined at 33 CFR 330.2(i) as the total project proposed or accomplished by one owner/developer or partnership or other association of owners/developers. A single and complete non -linear project must have independent utility (see definition of "independent utility"). Single and complete non -linear projects may not be "piecemealed" to avoid the limits in an NWP authorization. Stormwater manaaement: Stormwater management is the mechanism for controlling stormwater runoff for the purposes of reducing downstream erosion, water quality degradation, and flooding and mitigating the adverse effects of changes in land use on the aquatic environment. Stormwater management facilities: Stormwater management facilities are those facilities, including but not limited to, stormwater retention and detention ponds and best management practices, which retain water for a period of time to control runoff and/or improve the quality (i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other pollutants) of stormwater runoff. Stream bed: The substrate of the stream channel between the ordinary high water marks. The substrate may be bedrock or inorganic particles that range in size from clay to boulders. Wetlands contiguous to the stream bed, but outside of the ordinary high water marks, are not considered part of the stream bed. Stream channelization: The manipulation of a stream's course, condition, capacity, or location that causes more than minimal interruption of normal stream processes. A channelizcd stream remains a water of the United States. Structure: An object that is arranged in a definite pattern of organization. Examples of structures include, without limitation, any pier, boat dock, boat ramp, wharf, dolphin, weir, boom, breakwater, bulkhead, revetment, riprap, jetty, artificial island, artificial reef, permanent mooring structure, power transmission line, permanently moored floating vessel, piling, aid to navigation, or any other manmade obstacle or obstruction. Tidal wetland: A tidal wetland is a jurisdictional wetland that is inundated by tidal waters. Tidal waters rise and fall in a predictable and measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end where the rise and fall of the water surface can no longer be practically measured in a predictable rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located channelward of the high tide line. Tribal lands: Any lands title to which is either: 1) held in trust by the United States for the benefit of any Indian tribe or individual; or 2) held by any Indian tribe or individual subject to restrictions by the United States against alienation. Tribal rights: Those rights legally accruing to a tribe or tribes by virtue of inherent sovereign authority, unextinguished aboriginal title, treaty, statute, judicial decisions, executive order or agreement, and that give rise to legally enforceable remedies. Veaetated shallows: Vegetated shallows are special aquatic sites under the 404(b)(1) Guidelines. They are areas that are permanently inundated and under normal circumstances have rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of vascular rooted plants in freshwater systems. Waterbodv: For purposes of the NWPs, a waterbody is a jurisdictional water of the United States. if a wetland is adjacent to a waterbody determined to be a water of the United States, that waterbody and any adjacent wetlands are considered together as a single aquatic unit (see 33 CFR 328.4(c)(2)). Examples of "waterbodies" include streams, rivers, lakes, ponds, and wetlands. ADDITIONAL INFORMATION This nationwide permit is effective March 19, 2017, and expires on March 18, 2022. Information about the U.S. Army Corps of Engineers regulatory program, including nationwide permits, may also be found at littr3:/.!www.swfusace.army.mii/Missions.'Reizulatorv.ast)x and httq://vsrww.usace.arrnv.jn it/Missi ons/Civil Works/ReaulatorvProeramandPerniits.aspx 44 2017 NATIONWIDE PERMIT (NWP) REGIONAL CONDITIONS FOR THE STATE OF TEXAS The following regional conditions apply within the entire State of Texas: 1. For all discharges proposed for authorization under Nationwide Permits (NWP) 3, 6, 7, 12, 14, 18, 19, 21, 23, 25, 27, 29, 39, 40, 41, 42, 43, 44, 49, 51, and 52, into the following habitat types or specific areas, the applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 32, Pre -Construction Notification (PCN). The Corps of Engineers (Corps) will coordinate with the resource agencies as specified in NWP General Condition 32(d) (PCN). The habitat types or areas are: a. Pitcher Plant Bogs: Wetlands typically characterized by an organic surface soil layer and include vegetation such as pitcher plants (Sarracenia spp.) and/or sundews (Drosera spp.). b. Bald Cypress -Tupelo Swamps: Wetlands dominated by bald cypress (Taxodium distichum) and/or water tupelo (Nyssa aquatic). 2. For all activities proposed for authorization under any Nationwide Permit (NWP) at sites approved as compensatory mitigation sites (either permittee-responsible, mitigation bank and/or in -lieu fee) under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899, the applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 32 - Pre - Construction .Notification prior to commencing the activity. 3. For all activities proposed for -authorization -under NWP 16, the applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 32 (Pre -Construction Notification) and must obtain an individual water quality certification (WQC) from the TCEQ. Work cannot begin under NWP 16 until the applicant has received written approval from the Corps and WQC. NOTE: For all activities proposing to use equipment that has operated or been stored in a water body on the Texas list of zebra mussel (Dreissena polymorpha) infected water bodies, equipment should be decontaminated prior to relocation in accordance with Texas Administrative Code, Title 31, Part 2, Chapter 57, Subchapter A. The following decontamination Best Management Practices (BMPs), as a minimum, are indicated: a. Clean: Clean both the inside and outside of equipment and gear, by removing all plants, animals, and mud and thoroughly washing the equipment using a high pressure spray nozzle. b. Drain: Drain all water from receptacles before leaving the area, including livewells, bilges, ballast, and engine cooling water on boats. C. Dry: Allow time for your equipment to dry completely before relocating in other waters. Equipment should be dried prior to relocation. High temperature pressure washing (greater than or equal to 140F) or professional cleaning may be substituted for drying time. 2017 Nationwide Permit Regional Conditions For The State Of Texas Page 1 of 6 The following regional condition only applies within the Albuquerque, Foil Worth, and Galveston Districts: 4. For all activities proposed for authorization under Nationwide Permit (NWP) 12 that involve a discharge of fill material associated with mechanized land clearing of wetlands dominated by native woody shrubs, the applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 32 — Pre -Construction Notification prior to commencing the activity. For the purpose of this regional condition, a shrub dominated wetland is characterized by woody vegetation less than 3.0 inches in diameter at breast height but greater than 3.2 feet in height, which covers 20% or more of the area. Woody vines are not included. The following regional conditions apply within the Albuquerque District. 5. Nationwide Permit (NWP) 23 — Approved Categorical Exclusions. A pre -construction notification (PCN) to the District Engineer in accordance with General Condition 32 - PCN is required for all proposed activities under NWP 23. 6. Nationwide Permit (NWP) 27 — Aquatic Habitat Restoration, Establishment, and Enhancement Activities. For all proposed activities under NWP 27 that require pre - construction notification, a monitoring plan commensurate with the scale of the proposed restoration project and the potential for risk to the aquatic environment must be submitted to the. Corps_ (See "NWP 27 Guidelines" at http-1/www.spa. usace:army.m*l/Missions/RegulatoryProgramandPerm its/NWP.aspx). 7. Channelization. Nationwide Permif (NWP) General Condition 9 for Management of Water Flows is amended to add the following: Projects that would result in permanent Channelization to previously un.-channelized streams require pre -construction notification to the Albuquerque District Engineer in accordance with NWP General Condition 32 — Pre -Construction Notification. 8. Dredge and Fill Activities in Intermittent and Perennial Streams, and Special Aquatic Sites: For all activities subject to regulation under the Clean Water Act Section 404 in intermittent and perennial streams, and special aquatic sites (including wetlands, riffle and pool complexes, and sanctuaries and refuges), pre -construction notification (PCN) to the Albuquerque District Engineer is required in accordance with Nationwide Permit General Condition 32 - PCN. 9. Springs. For all discharges of dredged or fill material within 100 feet of the point of groundwater discharge of natural springs located in an aquatic resource, a pre - construction notification (PCN) is required to the Albuquerque District Engineer in accordance with Nationwide Permit General Condition 32 - PCN. A natural spring is defined as any location where ground water emanates from a point in the ground and has a defined surface water connection to another waters of the United States. For purposes of this regional condition, springs do not include seeps or other groundwater discharges which lacy a defined surface water connection. 2017 Nationwide Permit Regional Conditions For The State Of Texas Page 2 of 6 10. Suitable Fill. Use of broken concrete as fill or bank stabilization material is prohibited unless the applicant demonstrates that its use is the only practicable material (with respect to cost, existing technology, and logistics). Any applicant who wishes to use broken concrete as bank stabilization must provide notification to the Albuquerque District Engineer in accordance with Nationwide Permit General Condition 32 - Pre - Construction Notification along with justification for such use. Use of broken concrete with rebar or used tires (loose or formed into bales) is prohibited in all waters of the United States. The following regional conditions apply only within the Fort Worth District. 11. For all discharges proposed for authorization under all Nationwide Permits (NWP) into the area of Caddo Lake within Texas that is designated as a "Wetland of International Importance" under the Ramsar Convention, the applicant shall notify the Fort Worth District Engineer in accordance with the NWP General Condition 32 — Pre - Construction Notification (PCN). The Fort Worth District will coordinate with the resource agencies as specified in NWP General Condition 32(d) - PCN. 12. Compensatory mitigation is generally required for losses of waters of the United States that exceed 1110 acre and/or for all losses to streams that exceed 300 linear feet. Loss is defined in Section F of the Nationwide Permits (NWP). Mitigation thresholds are cumulative irrespective of aquatic resource type at each single and complete crossing. Compensatory mitigation -requirements will be determined In accordance with the appropriate district standard operating procedures and processes. The applicant shall notify the Fort Worth District Engineer in accordance with -the NWP General Condition 32 - Pre -Construction Notification prior to commertcing the activity. 13. For all activities proposed for authorization under, nationwide Permits (NWP) 12, 14 and/or 33 that involve a temporary discharge of fill material into 112 acre or more of emergent wetland OR 1110 acre of scrub-shrub/forestedwetland, the applicant shall notify the Fort Worth District Engineer in accordance with the NWP General Condition 32 - Pre -Construction Notification prior to commencing the activity. 14. For all discharges proposed for authorization under Nationwide Permits (NWP) 51 and 52, the Fort Worth District will provide the pre -construction notification (PCN) to the U.S. Fish and Wildlife Service as specified in NWP General Condition 32(d)(2) - PCN for its review and comments. The following regional conditions apply only within the Galveston District. 15. No Nationwide Permits (NWP), except NWP 3, shall be used to authorize discharges into the habitat types or specific areas listed in paragraphs a through c, below. The applicant shall notify the Galveston District Engineer in accordance with the NWP General Condition 32 - Pre -Construction Notification prior to commencing the activity under NWP 3. 2017 Nationwide Permit Regional Conditions For The State Of Texas Page 3 of 6 a. Mangrove Marshes. For the purpose of this regional condition, Mangrove marshes are those waters of the United States that are dominated by mangroves (Avicennia spp., Laguncuaria spp., Conocarpus spp., and Rhizophora spp.). b. Coastal Dune Swales. For the purpose of this regional condition, coastal dune swales are wetlands and/or other waters of the United States located within the backshore and dune areas in the coastal zone of Texas. They are formed as depressions within and among multiple beach ridge barriers, dune complexes, or dune areas adjacent to beaches fronting tidal waters of the United States. c. Columbia Bottomlands. For the purpose of this regional condition, Columbia bottomlands are defined as waters of the United States that are dominated by bottomland hardwoods in the Lower Brazos and San Bernard River basins identified in the 1997 Memorandum of Agreement between the U.S. Environmental Protection Agency, U.S. Fish and Wildlife Service, Natural Resource Conservation Service, and Texas Parks and Wildlife Department for bottom land hardwoods in Brazoria County. (For further information, see hfto://www.swq.usace.armv.mil/Business With- UslReciulatorv/Permits/Nationwide-General-Perm Its/) 16. A Compensatory Mitigation Plan is required for all special aquatic site losses, as defined in Section F of the Nationwide Permits (NWP), that exceed 1/10 acre and/or for all losses to streams that exceed 200 linear feet. Compensatory mitigation requirements will be determined in accordance with the appropriate district standard operating procedures and processes. The applicant shall notify the Galveston District Engineer in accordance with the NWP General Condition 32 -pre-Construction Notification prior to commencing the activity. a 17. For all seismic testing activities. proposed for authorization under Nationwide Permit (NWP) 6, the applicant shall notify the Galveston -District Engineer in accordance with the NWP General Condition 32 - Pre -Construction Notification (PCN). The PCN must state the time period for which the temporary fill is proposed, and must include a restoration plan for the special aquatic sites. For seismic testing under NWP 6 within the Cowardin Marine System, Subtidal Subsystem; as defined by the U.S. Fish and Wildlife Service, Classification of Wetlands and Deepwater Habitats of the United States, December 1979/Reprinted 1992, the Corps will coordinate with the resource agencies in accordance with NWP General Condition 32(d) - PCN. 18. For all activities proposed under Nationwide Permits (NWP) 10 and 11 located in vegetated shallows and coral reefs; as defined by 40 CFR 230.43 and 230.44 respectively, the applicant shall notify the Galveston District Engineer in accordance with the NWP General Condition 32 - Pre -Construction Notification. Examples include, but are not limited to: seagrass beds, oyster reefs, and coral reefs. 19. Nationwide Permit 12 shall not be used to authorize discharges within 500 feet of vegetated shallows and coral reefs; as defined by 40 CFR 230.43 and 230.44 respectively. Examples include, but are not limited to: seagrass beds, oyster reefs, and coral reefs. 2017 Nationwide Permit Regional Conditions For The State Of Texas Page 4 of 6 20. For all activities proposed for authorization under Nationwide Permit 12 that involve underground placement below a non -navigable river bed and/or perennial stream bed there shall a minimum cover of 48 inches (1,219 millimeters) of soil below the river and/or perennial stream thalweg. 21. For all discharges and work proposed below the high tide line under Nationwide Permits (NWP) 14 and 18, the applicant shall notify the Galveston District Engineer in accordance with the NWP General Condition 32 - Pre -Construction Notification (PCN). The Galveston District will coordinate with the resource agencies in accordance with NWP General Condition 32(d) - PCN. 22. For all activities proposed for authorization under Nationwide Permit (NWP) 33 the applicant shall notify the Galveston District Engineer in accordance with the NWP General Condition 32 - Pre -Construction Notification (PCN). The PCN must include a restoration plan showing how all temporary fills and structures will be removed and the area restored to pre -project conditions. Activities causing the temporary loss, as defined in Section F of the NWPs, of more than 0.5 acres of tidal waters and/or 200 linear feet of stream will be coordinated with the agencies in accordance with NWP General Condition 32(d) - PCN. 23. No Nationwide Permits (NWP), except NWPs 3, 16, 20, 22, 37, shall be used to authorize discharges, structures, and/or fill within the standard setback and high hazard zones of the Sabine -Neches Waterway as defined in the Standard Operating Procedure - Permit Setbacks along the Sabine -Neches Waterway. The applicant shall notify the Galveston District Engineer in accordance with NWP General Condition 32 - Pre- Constructiori Notification for all discharge, structures and/or work in medium hazard zones and all NWP 3 applications within the standard setback and high hazard zones of the Sabine -Neches Waterway. 24. No Nationwide Permits (NWP), except 20, 22, and 37, shall be used to authorize discharges, structures, and/or fill within the standard setback exemptions of the Gulf Intracoastal Waterway as defined in the Standard Operating Procedure- Department of the Army Permit Evaluation Setbacks along the Gulf Intracoastal Waterway. The applicant shall notify the Galveston District Engineer in accordance with NWP General Condition 32 (Pre -Construction Notification) for all discharges, structures and/or work within the standard setback, shoreward of the standard setback, and/or standard setback exemption zones. 25. The use of Nationwide Permits in the San Jacinto River Waste Pits Area of Concern are revoked. (For further information, see http-/1www sw usac,- ;qrrrnv rail/Piasin,-,;.o-With-Us/R,-Qi.ilatorv/Permit-5/Nationwide- Ge; pr;vd-l�ermitsf) 26. The use of Nationwide Permits 51 and 52 are revoked within the Galveston District boundaries. 2017 Nationwide Permit Regional Conditions For The State Of Texas Page 5 of 6 27. Nationwide Permit (NWP) 53 pre -construction notifications will be coordinated with resource agencies as specified in NWP General Condition 32(d) — Pre -construction Notification. 28. For all activities proposed under Nationwide Permits (NWP) 21, 29, 39, 40, 42, 43, 44, and 50 that result in greater than 300 feet of loss in intermittent and/or ephemeral streams, as defined in Section F of the NWPs, require evaluation under an Individual Permit. The following regional conditions apply only within the Tulsa District. 29. Upland Disposal: Except where authorized by Nationwide Permit 16, material disposed of in uplands shall be placed in a location and manner that prevents discharge of the material and/or return water into waters or wetlands unless otherwise authorized by the Tulsa District Engineer. 30. Major Rivers: The prospective permittee shall notify the Tulsa District Engineer for all Nationwide Permit 14 verifications which cross major rivers within Tulsa District. For the purposes of this condition, major rivers include the following: Canadian River, Prairie Dog Town Fork of the Red River, and Red River. 2017 Nationwide Permit Regional Conditions For The State Of Texas Page 6 of 6 Public Notice U.S. Army Corps Of Engineers Fort Worth District Permit Application No: Date Issued: Comments Due: NATIONWIDE PERMIT REISSUANCE January 12, 2017 February 11, 2017 PUBLIC NOTICE FOR FEDERAL REGISTER NOTICE ANNOUNCING THE REISSUANCE OF THE NATIONWIDE PERMITS U.S. ARMY CORPS OF ENGINEERS AND TEXAS COMMISSION ON ENVIRONI};4'iENTAL, QUALITY AND RAILROAD COMMISSION OF TEXAS ANNOUNCING PUBLIC COMMENT ON SECTION 401 WATER QUALITY CERTIFICATION On January 6, 2017, the U.S. Army Corps of Engineers (Corps) published the notice in the Federal Register announcing the reissuance of all 50 existing nationwide permits (NWPs), general conditions, and definitions with some modifications. The Corps also issued two new NWPs, one new general condition, and five new definitions: The 2017 NWPs will go into effect on March 19, 2017, and will expire on March 18, 2022. With the publication of this Federal Register notice, Corps districts will begin finalizing their regional conditions for the new and reissued NWPs. Regional conditions will provide additional protection for the aquatic environment, and will help ensure that the NWPs authorize only those activities with no more than minimal adverse environmental effects. Regional conditions will help ensure protection of high value waters within the Southwestern Division and South Pacific Division for Albuquerque District, Fort Worth District, Galveston District and Tulsa District. An enclosure for this public notice (Enclosure 1) lists the proposed final regional conditions currently under consideration by the Southwestern Division and South Pacific Division for Albuquerque District, Fort Worth District, Galveston District and Tulsa District. As the lead District for the Corps' Regulatory program in Texas, the Galveston District is seeking comments on the proposed final regional conditions to help ensure that the adverse environmental effects of activities authorized by the proposed NWPs are no more than minimal, individually and cumulatively. Comments on regional issues relating to the proposed NWPs and proposed final regional conditions should be sent to: Regulatory Division, CESWG-RD-P U.S. Army Corps of Engineers P.O. Box 1229 Galveston, Texas 77553-1229 swg_public_notice@usace. army.m it Comments relating to the final regional conditions are due by February 11, 2017. The publication of this Federal Register notice also begins the 60-day period for states, Tribes, and the Environmental Protection Agency (EPA) to complete their water quality certification (WQC) processes for the NWPs. The 60-day period for WQC will end on March 6, 2017. This Federal Register notice also begins the 90-day period for coastal states to complete their Coastal Zone Management Act (CZMA) consistency determination processes. The 90-day period for CZMA consistency determinations will end on April 5, 2017. If coastal states do not complete their CZMA consistency determination processes before the 2017 NWPs go into effect on March 19, 2017, the use of an NWP to authorize an activity within, or outside, a state's coastal zone that will affect land or water uses or natural resources of that state's coastal zone, is contingent upon obtaining an individual CZMA consistency determination, or a case -specific presumption of CZMA concurrence. The January 6, 2017, Federal Register notice is available for viewing at the Fort Worth District Office located at 819 Taylor Street, Fort Worth, Texas; or on the Internet at httc://www. usace.armv. miI/Missions/CivilWorks/ReaulatorvProoramand Permits/Nationwi dePermits.asox. As an alternative, interested parties can access the January 6, 2017, final rule that was published in the Federal Registerthrough the U.S. Government Printing Office at http-Ilwww.gpo.gov/fdsys/browse/collection.action?coliectionCode=FR . The Corps has also issued final decision documents for the new and reissued NWPs. These documents are available at www.reaulations.ciov at docket number COE-2015- 0017. Furthermore, the national NWP decision documents will be supplemented by Division Engineers to address decisions concerning the addition of regional conditions to the NWPs. Concurrent with Corps processing of this notice, the Texas Commission on Environmental Quality (TCEQ) is reviewing this notice under Section 401 of the CWA and in accordance with Title 30, Texas Administrative Code Section 279.1-279.13 to determine if the work would comply with State water quality standards. This public notice is also issued for the purpose of advising all known interested persons that there is pending before the TCEQ a decision on water quality certification under such act. Any comments concerning this notice may be submitted to the Texas Commission on Environmental Quality, 401 Coordinator, MC-150, P.O. Box 13087, Austin, Texas 78711-3087. The public comment period extends 30 days from the date of publication of this notice. A copy of the public notice with a description of the work is made available for review in the TCEQ's Austin office. The complete notice may be reviewed 2 2017 NATIONWIDE PERMIT REISSUANCE in the Corps office listed in this public notice. The TCEQ may conduct a public meeting to consider all comments concerning water quality if requested in writing. A request for a public meeting must contain the following information: the name, mailing address, notice title, or other recognizable reference to the application; a brief description of the interest of the requester, or of persons represented by the requester; and a brief description of how the notice, if granted, would adversely affect such interest. Railroad Commission of Texas (RRC) certification is required for activities associated with the exploration, development, or production of oil, gas, or geothermal resources, as described in Tex. Nat. Res. Ann. §91.101. Concurrent with the processing of notice, the RRC is reviewing Section 401 of the Clean Water Act and Title 16, Texas Administrative Code, Section 3.93, to determine if the proposed work would comply with applicable water quality laws and regulations. By virtue of an agreement between the Corps and the RRC, this public notice is issued for the purpose of advising all known interested persons that there is pending before the RRC a decision on water quality certification under the above authorities. Written comments concerning the_request for certification may be submitted to the Assistant Director, Environmental Services, Railroad Commission of Texas, P.O. Box 12967, Austin, Texas 78711-2967. The public comment period extends 30 days from the date of publication of this notice. The RRC may also hold a public meeting on the request for certification if the RRC determines that a public meeting is in the public interest. If the RRC holds a meeting to receive public comment on a request for certification, the RRC will give notice of the meeting to the applicant, the USACE, and persons identified under 16 TAC §3.93(d)(2) at least ten days prior to the meeting. 3 2017 NATIONWIDE PERMIT REISSUANCE 2017 NATIONWIDE PERMIT (NWP) REGIONAL CONDITIONS FOR THE STATE OF TEXAS The following regional conditions apply within the entire State of Texas: 1. For all discharges proposed for authorization under nationwide permits (NWP) 3, 6, 7, 12, 14, 18, 19, 21, 23, 25, 27, 29, 39, 40, 41, 42, 43, 44, 49, 51, and 52, into the following habitat types or specific areas, the applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 32, Pre -Construction Notification (PCN). The Corps of Engineers (Corps) will coordinate with the resource agencies as specified in NWP General Condition 32(d) (PCN). The habitat types or areas are: a. Pitcher Plant Bogs: Wetlands typically characterized by an organic surface soil layer and include vegetation such as pitcher plants (Sarracenia spp.), sundews (Drosera spp.). b. Bald Cypress -Tupelo Swamps: Wetlands dominated by bald cypress (Taxodium distichum) and/or water tupelo (Nyssa aquatic). 2. For all activities proposed for authorization under NWP in Palustrine and Lacustrine aquatic resource types, best management practices (BMPs) are required to reduce the risk of transferring zebra mussels to or from project sites. The following BMPs, as a Minimum, will be required: a. Clean: Clean both the inside and outside of Equipment and gear, by removing all plants, animals, and mud and thoroughly washing the equipment using a high pressure spray nozzle. Equipment operated or stored in a water body on the Texas list of zebra mussel (Dreissena polymorpha) infected water bodies shall be decontaminated in accordance with State of Texas law prior to relocation. b. Drain: Drain all water from receptacles before leaving the area, including livewells, bilges, ballast, and engine cooling water on boats. C. Dry: Allow time for your equipment to dry completely before relocating in other waters. Minimum drying time is one week. Equipment operated or stored in a water body on the Texas list of zebra mussel (Dreissena polymorpha) infected water bodies shall be dried a minimum of 20 days prior to relocation. High temperature pressure washing (greater than or equal to 140F) or professional cleaning may be substituted for drying time. 3. For all activities proposed for authorization under NWP at sites approved as compensatory mitigation sites (either permittee-responsible, mitigation bank and/or in - lieu fee) under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and 2017 Nationwide Permit Regional Conditions For The State Of Texas Page 1 of 6 Harbors Act of 1899, the applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 32 (Pre -Construction Notification) prior to commencing the activity. The following regional conditions apply within the Albuquerque, Fort Worth, and Galveston Districts: 4. For all activities proposed for authorization under NWP 12 that involve a discharge of fill material associated with mechanized land clearing of wetlands dominated by woody shrubs, the applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 32 (Pre -Construction Notification) prior to commencing the activity. For the purpose of this regional condition, a shrub dominated wetland is characterized by woody vegetation less than 3.0 in. in diameter at breast height but greater than 3.2 ft in height, exclusive of woody vines, covering 20 % or more of the area. The following regional conditions apply within the Albuquerque, District. 5. Nationwide Permit No. 23 — Approved Categorical Exclusions. A PCN to the District Engineer in accordance with General Condition 32 is required for all proposed activities under Nationwide Permit 23. 6. Nationwide Permit No. 27 -- Aquatic Habitat Restoration, Establishment, and Enhancement Activities. For all proposed activities under Nationwide Permit 27 that require PCN, a monitoring plan commensurate with the scale of the proposed restoration project and theapotential for risk to the -aquatic environment must be submitted to the Corps. (See "NWP 27 Guidelines" at http://www.spa. usace.army.mii/Missions/Regu latoryProgramandPermits/NWP.aspx). 7. Channelization. General Condition 9 for Management of Water Flows is amended to add the following: Projects that would result in permanent channelization to previously un-channelized streams require PCN to the District Engineer in accordance with General Condition 32. 8. Dredge and Fill Activities in Intermittent and Perennial Streams, and Special Aquatic Sites: (a) For all activities subject to regulation under the Clean Water Act Section 404 in intermittent and perennial streams, and special aquatic sites (including wetlands, riffle and pool complexes, and sanctuaries and refuges), PCN to the District Engineer is required in accordance with General Condition 32. 9. Springs. For all discharges of dredged or fill material within 100 feet of the point of groundwater discharge of natural springs, PCN is required to the Corps in accordance with General Condition 32. A natural spring is defined as any location where ground water emanates from a point in the ground and has a defined surface water connection to another waters of the United States. For purposes of this regional condition, springs do not include seeps or other groundwater discharges which lack a defined surface water connection. 2017 Nationwide Permit Regional Conditions For The State Of Texas Page 2 of 6 10. Suitable Fill. Use of broken concrete as fill or bank stabilization material is prohibited unless the applicant demonstrates that its use is the only practicable material (with respect to cost, existing technology, and logistics). Any applicant who wishes to use broken concrete as bank stabilization must provide notification to the District Engineer in accordance with General Condition 32 (Pre -Construction Notification) along with justification for such use. Use of broken concrete with rebar or used tires (loose or formed into bales) is prohibited in all waters of the United States. The following regional conditions apply within the Fort Worth District. 11. For all discharges associated with the construction of water intake structures, the applicant shall notify the Fort Worth District Engineer in accordance with General Condition 32 (Pre -Construction Notification). 12. For all discharges proposed for authorization under all NWPs, into the area of Caddo Lake within Texas that is designated as a "Wetland of International Importance" under the Ramsar Convention, the applicant shall notify the Fort Worth District Engineer in accordance with the NWP General Condition 32, The Corps will coordinate with the resource agencies as specified in NWP General Condition 32(d) (Pre -Construction Notification). 13. Compensatory mitigation is required for all losses of waters of the United States that exceed 1/10 acre and for all losses to streams that exceed 300 linear feet. Mitigation thresholds are cumulative irrespective of aquatic resource type. Compensatory mitigation requirements will be determined in accordance with the a appropriate district standard operating procedures and processes. The applicant sliall notify the appropriate District Engineer in accordance with the NWP General Condition 32 (Pre -Construction Notification) prior to commencing the activity. 14. For all activities proposed for authorization under NWPs 12, 14 and/or NWP 33 that involve a temporary discharge of fill material into 112 acre or more of emergent wetland OR 1/10 acre of scrub-shrub/forested wetland, the applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 32 (Pre -Construction Notification) prior to commencing the activity. 15. For all discharges proposed for authorization under NWPs 51 and 52, the Corps will provide the PCN to the US Fish and Wildlife Service as specified in NWP General Condition 32(d)(2) for its review and comments. 2017 Nationwide Permit Regional Conditions For The State Of Texas Page 3 of 6 The following regional conditions apply within the Galveston District. 16. No NWPs, except NWP 3, shall be used to authorize discharges into the habitat types or specific areas. The applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 32, Pre -Construction Notification (PCN) prior to commencing the activity under NWP 3 a. Mangrove Marshes. For the purpose of this regional condition, Mangrove marches are those waters of the United States that are dominated by mangroves (Avicenna spp., Laguncuaria spp, Conocarpus spp., and Rhizophora spp.). b. Coastal Dune Swales. For the purpose of this regional condition, coastal dune swales are wetlands and/or other waters of the United States located within the backshore and dune areas in the coastal zone of Texas. They are formed as depressions within and among multiple beach ridge barriers, dune complexes, or dune areas adjacent to beaches fronting tidal waters of the United States. c. Columbia Bottomlands. For the purpose of this regional condition, Columbia Bottomlands are defined as waters of the United States that are dominated by bottomland hardwoods in the Lower Brazos and San Bernard River basins 17. Compensatory mitigation is required for all special aquatic site losses that exceed 1/10 acre and for all losses to streams that exceed 200 linear feet. Compensatory mitigation requirements will be determined in accordance with the appropriate district standard operating procedures and processes. The applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 32 (Pre - Construction Notification) prior to commencing the activity. 18. For all seismic testing activities proposed for authorization under NWP 6, the applicant shall notify the Galveston District Engineer in accordance with the NWP General Condition 32 (Pre -Construction Notification). The pre -construction notification must state the time period for which the temporary fill is proposed, and must include a restoration plan for the special aquatic sites. For seismic testing under NWP 6 within the Cowardin Marine System, Subtidal Subsystem; as defined by the U.S. Fish and Wildlife, Classification of Wetlands and Deepwater Habitats of the United States, December 1979/Reprinted 1992, the Corps will coordinate with the resource agencies in accordance with NWP General Condition 32(d) (Pre -Construction Notification). 19. For all NWPs 10 and 11 located in vegetated shallows and coral reefs; as defined by 40 CFR 230.43 and 230.44 respectfully, the applicant shall notify the Galveston District Engineer in accordance with the NWP General Condition 32 (Pre -Construction Notification). Examples include, but are not limited to: seagrass beds; oyster reefs; and coral reefs. 20. NWP 12 shall not be used to authorize discharges within 500 feet of vegetated shallows and coral reefs; as defined by 40 CFR 230.43 and 230.44 respectfully. Examples include, but are not limited to: seagrass beds; oyster reefs; and coral reefs. 2017 Nationwide Permit Regional Conditions For The State Of Texas Page 4 of 6 21. For all activities proposed for authorization under NWP 12 that involve underground placement below a non -navigable river bed and/or perennial stream bed shall be installed with a minimum cover of a minimum of 48 inches (1,219 millimeters) in soil below the river and/or perennial stream thalwag. 22. For all discharges and work proposed below the high tide line under NWPs 14 and 18, the applicant shall notify the Galveston District Engineer in accordance with the NWP General Condition 32 (Pre -Construction Notification). The Corps will coordinate with the resource agencies in accordance with NWP General Condition 32(d) (Pre - Construction Notification). 23. For all activities proposed for authorization under NWP 33 the applicant shall notify the District Engineer in accordance with the NWP General Condition 32, PCN. The PCN must include a restoration plan showing how all temporary fills and structures will be removed and the area restored to pre -project conditions. Activities causing the temporary loss of more than 0.5 acres of tidal waters and/or 200 linear feet of stream will be coordinated with the agencies in accordance with NWP General Condition 32(d) 24. No NWPs, except NWPs 3 and 16, shall be used to authorize discharges, structures, and/or fill within the standard setback and high hazard zones of the Sabine - Neches Waterway as defined in the Standard Operating Procedure - Permit Setbacks along the Sabine -Neches Waterway. The applicant shall notify the Galveston District Engineer in accordance with NWP General Condition 32 (Pre -Construction Notification) for all discharge, structures and/or work in medium hazard zones and all NWP 3 applications within the standard setback and high hazard zones of the Sabine -Neches Waterway. '25. No NWPs shall be used to authorize discharges, structures, and/or fill within the standard setback exemptions of the Gulf Intracoastal Waterway as defined in the Standard Operating Procedure- Department of the Army Permit Evaluation Setbacks along the Gulf Intracoastal Waterway. The applicant shall notify the Galveston District Engineer in accordance with NWP General Condition 32 (Pre -Construction Notification) for all discharge, structures and/or work within the standard setback, shoreward of the standard setback, and/or standard setback exemption zones. 26. The use of NWPs in the San Jacinto River Waste Pits Area of Concern are revoked. 27. The use of NWP 51 and 52 are revoked within the Galveston District boundaries. 28. NWP 53 will be coordinated with resource agencies as specified in NWP General Condition 32(d). 29. Stream losses exceeding 300 linear feet have more than minimal effect and will require and Individual Permit. 2017 Nationwide Permit Regional Conditions For The State Of Texas Page 6 of 6 The following regional conditions apply within the Tulsa District. 30. Upland Disposal: Material disposed of in uplands shall be placed in a location and manner that prevents discharge of the material and/or return water into waters or wetlands unless otherwise authorized by the Tulsa District Engineer. 31. Major Rivers: The applicant shall notify the Tulsa District Engineer, in accordance with NWP General Condition 32, for all NWP 14 verifications that encompass activities, within the permit area, crossing major rivers within Tulsa District. For the purposes of this condition, major rivers include the following: Canadian River, Prairie Dog Fork of the Red River, and Red River. 2017 Nationwide Permit Regional Conditions For The State of Texas Page 6 of 6 APPLICATION FOR FLOODPLAIN DEVELOPMENT PERMIT Name of Owner or Applicant Teague Nall & Perkins Address of owner 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 76137 Date 01/18/2019 Permit No. rb to - I f-d�3 �'- ue_ Telephone No. (817) 665-7137 Office Use Onl ❑ Approved Approved Nearest stream With Big Fossil Creek ❑Denied" Conditions" Location of permit Area (Address or legal Description) Date ln: Vt1ZnDate Out: Begin 20 feet east of North Beach street, and 1200 feet north of Fossil Creek Blvd and Processed By: continues northeast along Big Fossil Creek and ends north of Western Center Blvd.. Approved By: /r PURPOSE OF REQUEST: ❑Excavation ❑Ellling ❑Dredging or Mining laUtility Construction ❑ Building Permit ❑Grading ❑Paving ❑DriliingOperations ❑other BRIEF DESCRIPTION OF PROPOSAL (Attach separate sheet if needed) Sanitary Sewer improvement to serve the City of Fort Worth that consist of a proposed 48" sanitary sewer relief interceptor to run parallel with the existing sanitary sewer line. The existing sanitary sewer lines M-386 and M-347 are to be rehabilitated. Excavated areas for utility pipe installation are anticipated to be restored to pre -project conditions. COMPLETE APPLICABLE QUESTIONS: 1. Total drainage area of watercourse —20,28E acres. 2. Regulatory flood elev. 577' - 604' ❑ Not available. 3. Has site previously flaoded?, R1 Yes ❑ No 4. Is site subject to flooding? 0 Yes ❑ No y 5. Is safe access available during limes of flooti? ❑ Yes ❑ No ❑✓ Unknown 6. ' is the proposal within the designated floodway? ❑✓ Yes ❑ No ❑Unknown 7. Have all necessary prior approval permits been obtained from federal, state or local governmental agencies?❑ None Required laYes ❑No (If no, explain; if yes, provide copies of approval letters or permits.) See enclosed NWP documentation ATTACH THE FOLLOWING IF APPLICABLE: 1. Two (2) sets scale drawings showing location, dimensions, elevations of existing and proposed topographic alterations, existing and proposed structures, location relative to floodplain area. 2. Extent to which watercourse or natural drainage will be altered or relocated. 3. Supporting hydraulic calculations, reports, etc., used as a basis for proposed improvements. 4. Lowest floor elevation (including basement) of all proposed structures. 6. Elevation to which any non-residential structure shall be flood proofed. S. Certification by registered professional engineer or architect that flood proofing criteria are met as set forth in Section 7-347, Sub -Section b, Ordinance No. 11998. DURING THE OCCURRENCE OF A I00-YEAR FREQUENCY FLOOD WILL THE Info. Not PROPOSAL: Yes No Available I. Reduce capacity of channelsffloodways/watercourse in floodpiain area? ❑ 0 ❑ 2. Measurably increase flood flows/heights/damage on off -site properties? ❑ ❑✓ ❑ 3. Individually or combined with other existing or anticipated development expose adjacent El❑ properties to adverse flood effects? 4. Increase velocities/volumes of flood waters sufficiently to create significant erosion of El ❑ ❑ floodpiain soils on subject property or adjacent property upstream/downstream? 5. Encroach on floodway causing increase in flood levels? ❑ 0 ❑ _6. Provide compensatory storage for any measurable loss of flood storage capacity? 0 0 ❑ FLOO®PLRIN DEVELOPMENT PERMIT The city of Fart Worth's Floodplain Permit Program Is authorized by Section 7-318 of City Ordinance No.11998. adopted .tune 13, 1995. This permit is required for all development taking place within the area of the 1 00-year flood plain (special flood hazard areas) as shown an the current Flood Insurance Rate Maps and Flood Boundary-Floodway Maps, published by the Federal Emergency Management Agency (FEMA). These maps are available for public Inspection in the Engineering Department, Municipal Building, 1000 Throckmorton Street. Failure to obtain a Floodplain Development Permit or violating other provisions of City Ordinance No. 11998 or the conditions described within the permit constitutes a misdemeanor and upon conviction, a person, firm, or corporation could be fined up to one thousand dollars ($1,000) a day for each day that the violation occurs. , I understand that the conditions which may be stated for permit approval or the provisions of City Ordinance No. 11998 may be superseded by other provisions of City code or policies. 1 further understand that this Flncdplaln Development Permit does not constitute final approval until all development requirements placed on the property have been met. These requirements Include, but are not limited to, City construction plan approval, platting and community facilities agreements. This proposal shall be subject to any change in fifoodplain development policy at the actual time of development. Application is hereby made for a permit to authorize the activities described herein. I hereby certify that I am familiar with the Information contained on this application and to the best of my knowledge such information Is true and accurate. I further certify that I possess the authority to undertake the proposed activity. t understand that if my application is denied, I have sixty (60) days from the date of such denial to appeal the adverse action to the City Plan Commission. Signature of Applicant ar Authorized Agent OFFICE USE ONLY FLOODPLAIN AREA DEFINED BY: FEMA D CVE CIFLOD SES EI OTUDIH1GH WATERMARKS . - _ _ ❑OTHER FEMA INS. ZONE 1+15 I FEMA MAP NOA 9181CO/g� FLOOD ELEV. _ )ea ! �S GROUND ELEV. _ FLOOD PLAIN STUDY r _ —` PLATE NO, IFL' OOI] ELEV. _ CONDITIONS FOR APPROVAL% OR REASONS FOR DEN AL- - 5 i -fie f,� I ? , ole-�A rn ed +-o o i(tqn4l gr`a-�a✓ &PDA 4(;911 ip,,Ae-e� p Gib SS se©1,1S (.0 r�I l��iyi/l�rd� 1 V lsard-1 I THIS PERMIT S14ALL EXPIRE TWO YEARS F!�CM T}tE PgjE OUT Off tylt<GE R ABOVE, FLOODPLAIN DEVELOPMENT PERMIT APPLICATION SECTION 1: GENERAL PROVISIONS t No work of any kind may begin until permit is issued. 2 The permit may be revoked if any false statements are made within. 3 If revoked; all work must cease until permit is re --issued. 4 Development shall not be used and/or occupied until a Certificate of Occupancy is issued or construction has been accepted by the City of Haltom City. 5 The permit will expire if no work is commenced within six months of issuance. 6 Applicant is hereby informed that other permits may be required to fulfill local, state, and federal regulatory requirements (refer to Exhibit A). 7 Applicant hereby gives consent to the City of Haltom City Floodplain Administrator or his/her representative to make reasonable inspections required to verify compliance. SECTION 2: PROPOSED DEVELOPMENT INFORMATION (to be compthateu by Apa Irc9^t) NAME COMPANY ADDRESq TELEPHONE EMAIL. Applicant Builder Engineer/Surveyor PROJECT LOCATION: To avoid a delay in processing of the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description, and/or the distance to the nearest intersecting road or well-known landmark. A sketch of the project location is strongly recommended, and may be required if location is not easily identified. Floodplain Permit hi DESCRIPTION OF WORK (check all applicable boxes): A. Structural Development Activitv El New Structure ElAddition E) Alteration E Relocation 0 Demolition Structure Type El Residential (Single Family) * Non -Residential (Includes Multi -Family) * Combined Use El Manufactured Home Estimated Cost of Project: $ S. Other Dave I op mMn'll Activities * Clearing * Cut/Fill * Mining ri Drilling ri Grading © Excavation (except for structural development above). • Watercourse Alteration (including dredging and channel modifications) • Drainage Improvements (including culverts) Ei Road, Street, or Bridge Construction • Subdivision — Acreage? ac. • Utility Improvement • Other (specify) SEGT'ION3: FLOODPLAI N INFORMATION (to be comi plated by the Appificint) The proposed development is located on FIRM Panel No. , Dated The Proposed Development: r] Is NOT located in a Special Flood Hazard Area (no application required). * Is partially located in the SFHA but building/development is NOT, * Is located in a SFHA. oFIRM Zone Designation is oBFE at the site is ft. NAVD88 (MSL) n- Is located in the floodway. oSee section 4 for additional instructions. Authorized Signature Date SECTION 4. ADDITIONAL INI-Or VIA`T'ION RFQ1JIRF0 (To he completed by Local Floodplain Administrator). The applicatIL. must subre)'A the following docunients which are applicable to the development before the application will be processed. ❑ A site plan showing the location of all existing structures, water bodies, adjacent roadways, lot dimensions, utilities, and proposed development improvements. ❑ Development plans, drawn to scale, and specification, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water-resistant materials used below the first floor, details of floodproofing of utilities below the first floor, and details of enclosures below the first floor. El Subdivision or other development plans. If the subdivision or other development exceeds 50 lots or 5 acres, the applicant must provide 100-year base flood elevations if they are not otherwise available. ❑ Plans showing the extent of watercourse relocation and/or landform alterations. 11 Change in water surface elevation (in feet) o Meets Ordinance limits on elevation increases? ( Yes t No ) © F000dproofing protection level (non-residential only) ft. NAVD88 (MSI_). For foodproofed structures, applicants must attach certification from registered engineer or architect. Please note that for floodproofing of nonresidential structures is not allowed. ❑ Certification from a registered engineer that the proposed activity within a SFHA with Base Flood Elevations established (Zone AE, etc.) but outside the Floodway will not result in an increase of more than 1 ft. to the Base Flood Elevation (BFE). A copy of all data and hydraulic/hydrologic calculations supporting this finding must also be submitted. Additionally, supporting data must ensure that there will be no adverse impacts to any adjacent properties (both upstream and downstream) of the proposed development without documented landowner approval. ❑ Certification from a registered engineer that the proposed activity within a SFHA with both Base Flood Elevations and Floodway (no proposed encroachment into the Floodway) established will not adversely affect any adjacent properties (both upstream and downstream) without documented landowner approval. A copy of all data and hydraulicfhydrolo&, calculations supporting this finding must also be submitted. n Certification from a registered engineer that the proposed activity in a regulatory foodway will not result in gny increase in height of the Base Flood Elevation (BFE). A copy of all data and hydraulic/hydrologic calculations supporting this finding must also be submitted. ❑ Fee: $25.00 Residential $50.00 Commercial ❑ Complete this section if the proposed development involves the improvement of a structure (i.e. walled and roofed building, manufactured home, or gas and liquid storage tanks) Pre -improvement Value of Structure $ cost of Improvement $ ..-._-._-.-.-_._-_._.-__- SECTION 6: PERMIT DE`'`E.ftWl AT ION (To be completed by the Local Floodplain Administrator). I have reviewed the information provided and the proposed activity DOES / DOES NOT comply with all applicable codes of the City of Haltom City. The permit is issued subject to the conditions attached hereto, indicated below, and made part of this permit. SIGNED: PERMIT ##: DATE: SECTION 6: Elevation Certificate (To be submitted by Applicant prior to CO issuance). This permit is issued with the condition that the lowest floor (including basement floor) of any new or substantially improved residential building will be elevated two feet (2') above the base flood elevation. If the proposed development is a nonresidential building, the permit is issued with the condition that the lowest floor (including basement) of a new or substantially improved nonresidential building will be elevated two feet (2') above the base flood elevation (one hundred year flood elevation), or flood -proofed to at least two feet (7) above the base flood elevation. With the issuance of a permit, the Developer/Owner understands that an elevation certificate is required and shall be produced by a registered Engineer, Architect, or Land Surveyor of the "as -built" lowest floor elevation (including basement) or floodproofed elevation of any new or substantially improved building. A copy of the elevation certificate or floodproofing certificate shall be provided to Haltom City Public Works 4200 Hollis Street Haltom City, TX 76111 Attn: Engineering Department. All ,provisions of the City off Haltom City Floocplain Xanagement Ordinance shall be complied -with. SECTION 7: COMPLIANCE ACTION (To be completed by Applicant prier to CO issuance). The Local Administrator will complete the following section (as required) based Qn visual inspections of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS DATE: BY: DEFICIENCIES? (YES/NO) DATE: BY: DEFICIENCIES? ,(YES/NO)- DATE: BY: DEFICIENCIES? (YES/NO) Notes: DISCLAIMER: The flood hazard boundary maps and other flood data used by the City of Haltom City in evaluating flood hazards to proposed developments are considered reasonable and accurate for regulatory purposes and are based on the best available scientific and engineering data. On rare occasions, greater floods may occur and flood heights may be increased. Construction standards required by the City of Haltom City Floodplain Management are the minimum standards deemed necessary to minimize or eliminate flood damage, but reliance on these minimum standards shall not create liability on the part of the City of Haltom City or any other employee of the City of Haltom City in the event flooding or flood damage occurs. The applicant does hereby: 1 understand this permit is not complete until signed, dated and returned to the City's Floodplain Group; 2 acknowledge the disclaimer described above; 3 agree with the conditions of permit approval; 4 agree to provide certifications of work as may be required; 5 understand that violations of this permit will be subject to citations as provided by the Code; FLOOQPLAIN MANAGER'S SIGNATURE OWNER/CONTRACTOR/APPLICANT'S SIGNATURE Date SECTION 8: CERTIFICATE OF COMPLETION (To be completed by Local Floodplain Administrator or Building Inspections Department) Certificate of Completion Issued: Date: BY: EXHIBIT A — additional Requlating Entities 1=loodplain managers should verify that all required permits are obtained for work in the floodplain prior to issuing a floodplain development permit. The permitting agencies below regulate land and water development activities. They include but are not limited: Teas C.ommission on Environmental Osiality TCEQ Permits organized by lousiness type: http:i/www.tcep.state.tx.us/nav/permits/business tvpes/tvpe s.htmI TCEQ Small Business and Local Government Assistance: http;/Iwww.tcea.state.tx.uslassistance/sblaa/sbiaa.htmi 800-447-2827 United States Army Corps of Engineors Port Worth district httr)://wwww.swf.usace,armor.mil/pub atalenviron/reauiatorvtpermittinooverview.as p ......_... ..._..__......_____ .......__. 817-886-1731 Galveston District http://www.swa.usace.armv.rniI/req/i)ermits-asi) /permiis.aso 409-766-3930 _additional federal agencies inciuding: ;United States Fish and Wildlife Service, Environmental protection Agency, and the United States Coast Guard Texas Parks and Wildlife Depadurient FLttC)J/www.tPwd.state,N.usifaoflandwater/sand qravel/ 512-389-4639 General Land Office information on dunes www.,alo.state.tx.us 800-998-4GLO (4456) or 512-463-5001 Texas Depailment of Transportation Access permits for driveways through TxDOT right-of-way. Also, consider asking the TxDOT area office to provide you with access permit site locations as a way of tracking floodplain development. Additional local and regional permitting agencies inciuding river authorities. GR-®I 60 00 Product Requirements THIS ]PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Upper Big Fossil Creek STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Wainage Basin Relief Interceptor Revised July 1, 2011 City Project No. 02515 FORTWORTIL, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT MST Updated: December 6, 2018 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 Department's Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A. Water & Sewer 1. Manholes & Bases/Components........................................................... 1 2. Manholes & Bases/Fiberglass............................................................... 2 3. Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4. Manholes & Bases/Frames & Covers/Round....................................... 4 5. Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6. Manholes & Bases/Precast Concrete .................................................... 6 7. Manholes & Bases/Rehab Systems/Cementitious................................ 7 8. Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9. Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer............................................................................... 10 11. Pipes/Ductile Iron................................................................................. 11 12. Utility Line Marker............................................................................... 12 B. Sewer 13. Coatings/Epoxy..................................................................................... 13 14. Coatings/Polyurethane.......................................................................... 14 15. Combination Air Valves....................................................................... 15 16. Pipes/Concrete...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE.......................................................................................... 19 20. Pipes/PVC (Pressure Sewer)................................................................. 20 21. Pipes/PVC*........................................................................................... 21 22. Pipes/Rehab/CIPP................................................................................. 22 23. Pipes/Rehab/Fold & Form.................................................................... 23 24. Pipes/Open Profile Large Diameter...................................................... 24 C. Water 25. Appurtenances..................................................................:.................... 25 26. Bolts, Nuts, and Gaskets....................................................................... 26 27. Combination Air Release Valve 27 28. Dry Barrel Fire Hydrants...................................................................... 28 29. Meters 709 30. Pipes/PVC (Pressure Water)................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement ..................................................................... 34 35. Sampling Stations................................................................................. 35 CITE' OF FORT WORTH Fo RT WORTH. WATER DEPARTMENT STANDARD PRODUCT (GIST Updated: 12/06/2019 Note: All watgr qr sewer pipe lamer than 15 inch diameter shall be approved for use by the Water Department on a ptolect specific basis. Special beddinigmay be required for some pipes. _ Watcr & Sewer - Manboles & SasesiCoWDonent_s 33-39L10 CR4!v 213461 07/23/97 33 05 13 Urethane Hydrophilic Waterston Asahi Kogyo K.K. Adelm Ultra -Seal P-201 ASTM 132240/D4121D792 04/26/00 330513 Offset Joint for 4' Diem. MH Hansom Concrete Products Drawing No. 35-0049401 04/26/00 33 05 13 Profile Gasket for 4' Diem. MH Press -Seal Gasket Corp. 250-40 Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HDPE Manhole Adiustment pings Ladtech, Inc HDPE Adiustment PUng Non-tfafiie area 5/13105 330513 Manhole External Wrap Canusa - CPS WrapidScal Manhole Encsasulauon Svstem * From Original Standard Products List Click to Return to the Table of Content 1. CITY OF FORT WORTH STAI'iDARD PRODUCT LIST Note: Ail water or sewer i e l.a than 15 inch diameter SMUbe edfor use by the Water Depatirnent on a,,pr jest peeffic basis. S r a P i r1 wakr-Ki a-1"idea & ]" a it all '1 1126199 3339 13 Fiberglass Manhole Fluid containment, Inc. Flowtite 000/06 33 39 13 IlFibcrglass Manhole � L,F. M=facttnrog Updated: 12/06/2O18 he required for some ASTM 3753 Non -traffic area Non -traffic area . From Original Standard Products List Click to Return to the Table of Content FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer i r than 1S inch diameter shall be approved for use by the Water D rtment on i .fu �. n r± Watrr Sower - Manhoks & BasesTraum & Czvarsllll!E"piar 33-05-U (RGw 28116) " 3305 13 lManlmole Frames and Covers Western Iron Works, Bast a: Hays FoundrvT Updated: 12/06/2019 basis. Special bedding may be required for some 1001 24'xQ'WD From Original Standard Products list Click to Return to the Table of Content 3 CITY OF FORT WORTH FORTWORTU, WATER DEPARTMENT STANDARD PRODUCT LIST Cote: All wales or sewer pipe larger than 15 im.h dlatneter shall be approved for LL:e by the Water Department on a projecr specific basis. mir a smw-- MnADWA 1WzrdVr-k=U & Coviir&Sisndard (Raundl _33_-05-13 fBGv?l'�_f O * 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry• 30024 * 3305 13 Manhole Frames and Covers McKinley Ron Works Inc.. ? A24 AM 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R4272 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R. 165-LM (Hinged) 0812,4/18 33 05 13 Manhole Frames and Covers Neenah Foundry ,' NF 1274 08/24/18 3505 13 Manhole Frames and Covers Neenah Foundry R 1743-LM (Hinged) 3305 13 Manhole Frames and Covers Sigma Corporation MH-144N 3305 13 Manhole Frames and Covers Sigma Corporation MH-143N 3305 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 3305 13 Manhole Frames and Covers Neenah Casting 10/31/06 3305 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole 7/25/03 3305 13 Manhole Frames and Covers Samt-Gobain Pipelines (Pamre-/rexus) RE32-RBFS 01/31/06 3305 13 30" DI MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs 11/02/10 33 0513 30" DI MH Ring and Cover Sigma Corporation MH165 LFWN & MR16502 07/19/11 33 0513 30" DI MH Ring and Cover Star Pipe Products W02FTWSS-DC 08/10/11 33 0513 30" DI MH Ring and Cover Aocucast 220700 Heavy Duty with Casket Ring 30" ERGO XL Assembly 10/14/13 33 0513 30" DI MH Ring and Cover (Hinged & Lockable) East Jordan lron Works with Cam Lock/MPIC/T-Gasket 06/01/17 34 05 13 30" DI ME Rmg and Cover (Fringed & Lockable) Cl SIP Industries 2280 (32") SC➢H 3000, Std. Dbl Hinge Nan-Metalic Ring 08/24/17 3305 13.01 30" DI MH Ring and Cover (Hinge & Lock) Composite Sewpercover and Cover w/Lock HD/FRP Composite Updated: 12/06/2018 may be required for some 24" Dia, 24" Dia. ASTM A48 & AASHTO M306 24" Din. ASTM A48 & AASHTO M306 24" Dia. ASTM A48 & AASHTO M306 30" Dia, ASTM A48 & AASHTO M306 30" dia, 24" dia, 24" dia. ASTM A536 24" Dia. 30" Dia, AASHTO M306-04 30" Die. 30" Dia 30" Dia 30" Dia ASSHTO M105 & ASTM A536 30" Dia ASTM A 48 30" Din 30" Dia- * from Original Standard Products List Click to Return to the Table of Content 4 FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water o ipe la r er than 15 inch diameter shall be approved for use by the Water Department on a role specific basis. Special ■ r� n. I . Water & Sewer - Manholes & Sases+Frarm i & Covers1 ater T!Iht & Pxessute T-lg%t 33-05-13 (RfY ZW.1 0 * 33 05 13 Manhole Frames and Covets Pont-A-Mousson Pamhght ' 330513 Manhole Frames and Covers Neenah. Casting * 33 05 13 Manhole Frames and Covers Westernlron Works,Bass & Rays Foundry 300-24P « 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 04/20/01 3305 13 Manhole Frames and Covers (S1P)Serampore Industries Private Ltd 300-24-23.75 Rin¢ and Cover Updated: 12/05/2018 for some pipes. ASTM A 48 ASTM A 48 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia, " From Original Standard Products List Click to Return to the Table of Content 5 CITY OF FORT WORTH FORT WORTH _ WATER DEPARTMENT STANDARI) PRODUCT LIST Updated: f 2/06/2018 Note: All wager or sewer Pige lamer than 15 Loch diameter shall be amproved for use by*the Water De ent qn rn'ect spec' c basis. S eciMd beddi maybe required for some ' es. CtE.ViNificarifin N I re r4 i s&-r ',VAnvw- Mashalmis Ccocrete CRL-v 141101 - — * 33 3910 Manhole, Precast Concrete Hydro Conduit Corp SPL Item 949 ASTM C 478 48" 333910 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 33 39 10 Manhole, Precast Concrete Fortcrra(formerly Gifford -Hill, Hanson) ASTM C 478 48" 04/26/00 333910 MR, SinpJe Offset Seal Joint Forterra(formerly Gifford -Hill, Hanson) Type F Dwq 35-0048.001 ASTM C 478 48" Diam MR 09/23/96 333910 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 05I08/18 333910 Manhole, Precast Concrete The Turner Companv 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldeastle Precast Joe. . 49" I.D. Manhole w/ 24" Cone ASTM C 478 48" Di= w 24" Ring 06/09/10 3339 10 Manhole, Precast (Reinforce Polvmer)Concrete US Composite Pipe Reinforced Polvmer Concrete ASTM C-76 48" to 72" 4 q Y * From Original Standard Products List Click to Return to the Table of Content 6 Note: . e lamer than 15 inch diameter shall be CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST for use by the Water De artment on r 'ert s cil )!VIiW & Sewer - SvstemslCementi ' E1-14 Manhole Rehab Svstem: Quadetc 04/23/01 E1.14 Manhole Rehab Systems Standard Cement Matermis, Me% E1.14 Manhole Rehab Svstems APIM Perma£orm 4/20101 E1-14 Manhole Rehab Svs= Strom Conwavy 5112/03 E1-14 Manhole Rehab Svstem (Lmer) Poly -triplex Teabnologies 08/30/06 General Concrete Repair ioxKrete TechnolQp"es r Relmer MSP Strong Seal MS2A Rehab Svstem MH repair product to stop infiltration Vinvl Polyester Repair Product ASTM D5813 Updzted: 12/06/2018 some Misc. Use * From Original Standard Products List Click to Return to the Table of Content 7 CITY OF FORT WORTH[ Fou WORTH WATER DEPARTMENT STANDARD PRODUCT GIST Nate; Al] water or sewer Ripe Jafterthm 15 inch diantetirshatl4elproved for use by the Water De artmen ion a rojed specific basis. S ecial b -kPPr0i-?T_ 1 �II- li I I 1 A Mudel Wear Se>trair - hiwsLblet a slRe�a $3ti7sfll io of irl _ 05/20/96 E1-14 Manhole Rehab Systems Smaytoq, Spray Wall Polvurethane Coating * E1-14 Manhole Rehab Systems Sun Coast 12/14/01 Coating for Corrosion protectum(&deriar) ERTECH Series 20230 and 2100 (Asphatic Emulsion) 01/31/06 Coatings for Corrosion Protection Che3tertm Arc 791, S1EB, Sl, S2 8/28/2006 Coathms for Corrosion Protection Warren Environmental S-301 and M-301 08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epq�Y 33 05 16,33 39 10,35 RR&C Dampproofng Non Fihered Spray 03/19/18 3920 Coating for Corrosion protection(Exte-mor) Sherwin Williams Grade (Asphatic Emulsion) niay be ASTM D639/1)790 Acid Resistance Test Updated: 12/06/2018 For Exterior Coating of Concrete Structures Only Sewer Applications Sewer Applications Sewer Appplications For Exterior Cog of Concrete Structures Only * From Original Standard Products List Click to Return to the Table of Content a CITY OF FORT WORTH FORT WO PJ H,�- WATER DEPARTMENT STANDARD PRODUCT LIST Note:All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on uro*t sped lWater & Sewer-Mkohole Inserts - Fie] d 0nera69ns Use Only lRev IWI6) * 1�330513 Manhole Insert Koutsonlinter=cs 1� 1 * 33 05 13 Manhole land South Westem Pack&gkg * 3305 13 Manhole Insert Noilow-Inflow 09/23/96 3305 13 Manhole Insert Southwestern Park= & Seals, Inc. 09/23/96 3305 13 Manhole Insert SouthwestemPacking & Seals, Inc. Made to Order - Plastic Made to Order - Plastic Made to Order - Plastic LaSam - Stainless Steel Tetherlok - Stainless Steel maybe Updated: 12/06/2018 ASTM D 1248 For 24" dia. ASTM D 1248 For 24" dia. ASTM D 1248 For 24" dia. For 24" din For 24" dia * From original Standard Products List Click to Return to the Table of Content 9 CITY OF FORT WORTH FORTWORTH = WATER (DEPARTMENT STANDARD PRODUCT LIST Updated: 12/06/2018 Note: All water or sewer ipe lar er t12415 Thch diameter shall be approved for use l�thi Water Department on_a roject s ":i5c basisi,911ecial beddin may be re wired for some pipes. -lKM u��� r --ui �� ioil water & Sawef - F!" Cssins sheers 3 11/04/02 Steel Baud Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model Sl k 02/02/93 Stainless Steel Caging Spacer Advanced Products and Systems, Cne. Stainless Steel Spacer, Model SSi 04/22/S7 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casio Spacers 05/10111 Stainless Steel Casing Spacer Powerseal 4810 Powerchock 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_ressure Pipe and Grouted Casing Up to 48" Up to 48" Up to 48" rj * From Original Standard Products List Clock to Return to the Table of Content 10 FORT WOF.THffi CITE' OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Note. All water or i e lar than 15 inch diameter shall be approved for use by the Water Department on a Water Iran 33-11-IO(IMIZ * 33 11 10 Ductile Iron Pipe 08/24/19 33 11 10 Ductile Iron Pipe 08/24/19 33 11 10 Ductile Iron Pipe * 33 11 ID Ductile Iron Pipe * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. American Ductile iron Pipe Co. American Ductile Iran Pipe Co. U.S. Pipe and Foundry Co. McWane Cast Iron Pipe Co. w7 basis. Super Bell -Tits Ductile Iron Pressure Pipe, American Fastite P' a (Bell Spigot) American Flex Ming (restrained Joint) Updated: 12/06/2018 be required fQr some AWWA C150°�C151 3" thru 24" AWWA C150, C351 4" thru 30" AW WA C150, C151 4" thru 30" AW WA C150, C351 AWWA C150, C151 * From Original Standard Products List Click to Return to the Table of Content a a CITY OF FORT WORTH FORT WORTH _ WATER DEPARTMENT M STANDARD PRODUCT LIST Note:: All water or Sewer pipe laMdr than 15 inch diametershall be approved fir use by the Water Department on a project specific basis. lrrt il.�.l�a h,.rim rl~� 0 Updated; 12/06/2018 be regtdred fQr same * From Original Standard Products list Clack to Return to the Table of Content 12 FORTWORTH,r Nate: All water CITY OF FORT WORT[ WATER DEPARTMENT STANDARD PRODUCT LIST Updated-. 12/06/2018 Sewer -Cottin voly 33-39-60 i01/M13] 02/25/02 Epow Lining System Sauereisen, Inc SewerGard 21 ORS LA County #210-1.33 12/14/01 Epoxy Lining System Eatech Technical Coatings Erteoh 2030 and 2100 Series 04/14/05 Interior Ductile iron Pipe Coating Induuron Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SM, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications * From Original Standard Products List Click to Return to the Table of Content 13 FART WORTH„ Note: All water or sewer i e lar er than 15 inch diameter shall be 1 CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT (GIST fm usg by the Water Depart►nent on a project specific basis. Special bedding may be —j for Updated: 12/06/2018 * From Original Standard Products List Click to Return to the fable o1 Content 14 F RT WORTH. Note: All water or sewer pipe larger than 15 inch diameter A4 be a proved fo �w i Mimi [ f �sr - Comh inatian ai r Vih� , - 05/25/18 j 33.31.70 IAir Release Valve CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST by the Water Department on A.RI. USA, Inc, basis. D025LTP02(Comoosite Body) I Updated: 12/06/2018 " From original Standard Products List Click to Return to the Table of Content is CITY OF FORT WORTH Fop WORTH,,,, WATER DEPARTMENT STANDARD PRODUCT LASS' Note: All water or sewer ipe lar than 1i inch diameter shall be approved for c�,e by the Water Department oU a projectspecific basis. Soec. it 41 a &- * H1-04 Cone. Pipe, Reinforced " El-04 Cone. Pipe, Reinforced * E1-04 Cone. Pipe, Reinforced * PI-04 Cone. Pipe, Reinforced Wall Concrete Pipe Co. Inc. Hydro Conduit Corporation Hanson Concrete Products Concrete Pipe & Products Co. Inc Class III T&G, SPL Item #77 Updated. 12/06/2018 be required for some pipes. ASTM C 76 ASTM C 76 ASTM C 76 ASTM C 76 * From Original Standard Products List Click to Return to the Tabie of Content 16 CITY OF FORT WORTH j� Fob y y O RT H, WATER DEPARTMENT STANDARD PRODUCT LUST Note: All water or sewer bLr er than 15 inch diameter shall be approved for use by the Water De artm on a troAect specifi Speci Approval1 1 Sower 5vsiem (,N9ethod)33-31-23 (01118J�13 IPIM System I PIM Corporation Polyethylene E McConnell Systems McLat Construction Polyethylene TRS Systems Trenchless Reolacemem System Polyethylene Updated: 12/06/2018 y be required for some i es. 1 PIM Corp., Piscata Way, N.J. Approved Previously Houston, Texas AnrmvedPreviousIv CalRaty, Canada Aunroved Previously ' From Original Standard Products List Click to Return to the Table of Content 17 CITY OF FORT WORTH FOR. ` WO R TWATER DEPARTMENT STANDARDPRODUCT LIST Note: All water or sewer 1pel2yler than IS inch diameter shall be approved for we by the CU:j:rr Ge-�:�rtment on a project specific basis v = ReinrhraedF'iud'J 1- s 7121/97 3331 13 Cent. Cast Fiberglass 03/22/10 3331 13 Fiberglass Pipe 10/30/03 Glass -Fiber Reinforced Polymer Pipe 4/14/05 Polymer Modified Concrete Pipe 06/09/10 El-9 Reinforced Polymer Concrete Pipe Hobas Pipe USA, Inc. Ameron Thompson Pipe Group Amitech USA US Composite Pipe Hobas Pipe (Non -Pressure) Bondstrand RPMP Pipe Flowtite Meyer Polycrete Pipe Reinforced Polymer Concrete Pipe Update& 12/06/2O18 be required for some ASTM D3262/D3754 ASTM D32621D3754 ASTM D3262ID3754 ASTM C33, A276, F477 ASTM C-76 8" to 102". Class V • From Original Standard Products List Click to Return to the Table of Content 18 FORTWORTH, Note, All w r ar sewer i e 1 er than 15 inc_h diameti Sewer - PiDtsMDPE 3331-2311'VA 31 • � �lirh-density aolvetfivloae vine * Hivh-density aolvethvlcw vine • High -density polyethylene pipe High -density Polyethylene vine CITY OF FORT WORTH[ WATER DEPARTMENT STANDARD PRODUCT LIST Phillips Driscoawe, Inc. Plexco Inc. Polly Pive, Inc. CSR Hydro Conduit/Piveline Systems Ovticore Ductile Polyethylene Five McConnell Pipe Enlargement ASTM D 1248 ASTM D 1248 ASTM D 1248 ASTM D 1248 Updated: 12/06/2018 8" B" ' From Original Standard Products List Click to Return to the Table of Content 19 CITY OF FORT WORTH FORT WORTH., WRYER DEPARTMENT STANDARD PRODUCT LIST Note_ All waiar or sewer pips larger than 1S inch diametersWl be approved for use byte Water Departinent on a pTlea peci c basis. J w'ar - oeslgV PSc9va 12102 11 5e33-11Pi-12 DR-14PVCPressfrre u ePipe 10/22/14 33-i L12 IDR-14 PVC Pressure Pipe Updated: 121O6/2018 may be regWred for some PiPwc Jetstream • PVC Pressure Pipe I AWWA C900 4" thru 12" Royal Buildimg Products Royal Seal PVC Pressure Pipe AW WA C900 4" It. 12" * From Original Standard products List Click to Return to the Table of Content 20 CITY OF FORT WORTH Fo RT O RAT H, WATER DEPARTMENT STANDARD PRODUCT LIST Nate: All water or sewer a larger than 15 inch diameter shall be approved for use by the Water bepartment on a proj!dSpeQ Approril Spec Smar 1 MnetTVCf.33�711/131 Updated: 12/06/2019 basis. Special bedding may be required for somepipes, * 33-31-20 PVC Sewer Pipe Certain -Teed Products Corp ASTM D 3034 4" tbru 15" * 33-31-20 PVC Sewer Pioe Napoo Manufactum Com ASTM D 3034, D 1784 4" gt 8' * 33-31-20 PVC Sewer Pipe J-M ManufacturmR Co.. Inc. (JM Eagle) ASTM D 3034 0-15" 12/23197* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 and SDR-3$ ASTM F 789, ASTM D 3034 4" thru 15" * 33-31-20 PVC Sewer Pioe Lamson Vvlon Pipe ASTM F 789 4" thru 15" 33-31-20 PVC Sewer Pipe Royal Building Products Royal Seal Solid Wall Not SDR 26 & 35 ASTM 3034 4" tbxu 15" 01/13/18 33-31-20 PVC Sewer Pipe Viaylteoh PVC Pipe Gravity Sewer ASTM D3034 4" tbru 15" 11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Noe ASTM F 679 18" to 27" * 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM EaRle) ASTM F 679 IS* - 27' 09/11112 33-31-20 PVC Sewer P{,� ftelife Jet Stream SDR-26 and SDr-35 ASTM F-679 18" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 46 ASTM F-679 IS' to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gesket Fittings ASTM D-3034, D-1784, etc 4' -15' * 33-31-20 PVC Sewer Fittings Plastic Trends, lmr Gasketed PVC Sewer Main Fittings ASTM D 3034 11/17/99 E100-2 Closed Profile PVC Pipe Diamond Plastics Corporation ASTM 1803/F794 IS' to 48' 3/19/2018 33 31 20 PVC Sewer Pioe Pinelife Jet Stream SDR 35 ASTM F679 18"-24" 3/19/2018 33 31 20 PVC Sewer Pipe Pioelife Jet Stream SDR 26 ASTM D3034 4'-15" * From Original Standard Products List Clock to Return to the Table of Content 21 FORS' WORTH, Note: All water or sewer pkpjg, larger that 1,5 inch 05/03/99 05/29/96 Place Pipe Place Pipe Place Pipe CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT ILIST be approved for use by the Water D r ent on a rof ect specific basis. Special be( lasituform Te=k, Inc Nationa]'En=tech Group National Liner. (SPL) Item 427 Reynolds InctInliner Tecl—lgy (Ialiner USA) Inliner Technology Updated: 12/06/2018 be re L ired for some i es. ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 * From original Standard Products List Click to Return to the Table of Content 22 F'OR,T WORTH, Note: All .Approv�d ,mewer pipe larger than 15 inch diameter shall be Spec No. 'Cbsssifi-e-atinn Sewer-Plwm/RrllobTold&Form l� I * Fold and Form Pine 11/03/99 Fold and Form Pipe Fold and Form Pipe 12/04/03 Fold and Form Pipe 06/09/03 Fold and Farm Pipe CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/06/2018 for use by the Wafter Daqgpent on a project sped c basis. S ecial beddin maybe required for some Cullum Pine Systems, Inc. InsibAorm Teclmolotties, Inc. huntd,orm "NuPIne" ASTM F-1504 American Pipe & Plastics, Inc. Ultralincr Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1 s67 Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Demo. Pumose Only Up to 18" diameter * From Original Standard Products List Click to Return to the Table of Content 23 FORT WORTH. CITE' OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/06/2018 than 15 inch dfaineter shall be appraved for use by the Water Department on a project wpecil5c basis. Special bedding nuy be required for some ww- ftwwlwa_ Arft Damefte 09/26/91 E100-2 PVC Sewer Pipe, Ribbed 09/26/91 E100-2 PVC Sewer Pipe, Ribbed E100.2 PVC Sewer Pipe, Ribbed 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe. Double Wall 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall 05116/11 Steel Reinforced Polyethylene Pipe Lamson Vvlon Pipe Extrusion Technolopes, Inc. Uponor ETI Company Advanced Drainage Systems (ADS) Advanced Drainage Systems (ADS) ConTech Construction Products b Carlon Vvlon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48' SaniTite 14P Double Wall (Comes ted) ASTM F 2736 2411-30" SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" D,rrma� ASTM F 2562 24" l0 72" " From Original Standard Products List CIIck to Return to the Table of Content 24 FoRT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/06/2018 Note: All w r er pipe larger than 15 inch diameter shall be approved for use by the Water Department on basis. S eclal beddlaff In be re uired for some pipes. Approval Sp" No. C +_rV100 No.Specr FW&br• urtimenres33-12-10(07101F1,,1 01118/1a 33-12-10 Double Strap Saddle Romac 202NS Nvlon Coated AW WA C800 V-2" SVC, up to 24" Pipe OSl28/02 Double Strap Saddle Smi& $lain i317 Nvloa Coated Double Strap Saddle 07/23/12 33-12 10 Double StraD Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AW WA C800 1"-2" SVC, unto 24" Pipe 10/27187 Curb Stops -Ball Meter Valves McDonald 6100NL6100MT & 610MT 3/4" and 1" lOn7/87 Curb Stops -Hail Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M IW' and 2" FB600-7NL, FB160D-7-NL, FV23-777-W NL, 5.112512018 33.12.10 Curb Stws-BalMeter Valves Ford MeterHoxCo.,I e. L22-77NL AWWAC800 2" F8600-6-NL, FB16DO-6-NL, FV23-666-W-NL, 5/25/2018 33-12110 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. L22-66NL AW WA C800 1-112" FB6004-N1, FB 16004-NL, B 11 r:44-WR NL, 5/25/2018 33-12-10 Cab Stops -Ball Meter Valves Ford Meter Box Co., Inc. B22444-WR-NL, L28-44NL AWWA C800 I" B-25000N, B-24277N-3, B-202DON-3, H- AW WA C800, ANSF 61, 5 25/201a 33.12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , ii-1552N, H142276N ANSUNSF 372 2" B-25000N, B-20200N-3, &24277N-3,H- AW WA C800, ANSF 61, 1/25/20111 33-12-11 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N. H-15525N ANSUNSF 372 1-1/2" B-25000N, B-2020DN-3,1i-15000N, H- AWWA C800, ANSF 61, 5/25=8 33-12-1 D Curb Stops -Ball Meter Valves Mueller Co„ Ltd. 15530N ANSUNSF 372 1" 011261DO Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. 9406 Double Band SS Saddle 1"-2" Taus on up to 12" 0/521112 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AW WA C-223 lip to 30" w/12" Out 05/10/11 TeDping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping, Sleeve (Coated Steel) Rome FTS 240 AW WA C-223 U D to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Rornac SST Stainless Steel AW WA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Roman SST III Stainless Steel AW WA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair C.lamtl Powerseal 3232 Bell Joint Repair ClamD 4" to 30" Plastic Meter Box w/Comoosite Lid DFW Plastics lnc. DM7C-12-IEPAF FrW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-IEPAF FrW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics * DFW65C-14-1EFAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B €2 11€ 8 LID-9 Concrete Meter Box Bass & Hays CMEW 8-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-1365 1527 LID-9 ' From Original Standard Products List Click to Return to the Table of Content 25 FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT GIST Note: All water or sewer i e lar er thau 15 inch diamela-shallbe approved, for ure by t re k�rr�-B+e1�.N�et �d6�1ci1�3�1��5 f�I10b1.131: I Updated: 12/06/2018 . From Original Standard Products List Clock to Return to the Table o1 Content 26 � p CITY OF FORT WORTH FoR �' 1 O RT H. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/06/2018 Note: All water or sewer ip lar er than 15 inch diameter shall be approved for use by the Water Department on a ro'ect spe ' c basis. Special be a be required for some�p'223. Water -Combination Air !!du 33 31-70 M11M31 j El-i 1 Combiisroa A.ir Release Valve GA ]ndostnes, lne. Empire Av and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" 240 - float, ASTM A 307 - Cover Bolts E1-11 Combination Air Release Valve Multiplex Manufacturinst Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & V • E1-11 Combination Air Release Valve Valve and Primer Corp. APCO 9143C, 9145C and #147C 1 ", 2" & 3" ` From Original Standard Products List Click to Return to the Table of Content 27 RT WO TH Note: All watek or sewer pipe h Own 15 inrih diwnet!!r shall be water — Dim BMW Fhv JH 10/01/87 E-1.12 Dry Barrel Fire Hydrant 03/31/88 E-1.12 Dry Barrel Fire Hydrant 09/30/87 E-1-12 Dry Barrel Fire Hydrant 01/12/93 E-1-12 Dry Barrel Fire Hydrant 08/24/88 E-1-12 Dry Barrel Fire Hydrant E-1-12 Dry Barrel Fire Hydrant 09/24/87 E-1-12 Dry Barrel Fire Hydrant 10/14187 E-1-12 Dry Barrel Fire Hydrant 01/15/88 E1-12 Pw Barrel Fire Hydrant 10/09/87 E-1-12 pry Barrel Fire Hydrant 09/16/97 B-1-12 Pry Barrel Fire Hydrant 08/12/16 33-12-40 Dry Harrel Fire Hvdrant CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST ust by the Rater DLpartment on a project specific basis. Special beddiilr.mav be required fQr � ' r 1 1 o rsti �i171 FClJf�r� � 1 American -Darling Valve Drawing Nos, 90-18608, 94-19560 AW WA C-502 American Darling Valve Shop Drawing No. 94-18791 AW WA C-502 Clow Corporation Shop Drawing No. D-19895 AW WA C-502 American AVK Company Model 2700 AW WA C-502 Clow Corporation Drawings D20435, D20436, B20506 AW WA C-502 ITT Kennedy Valve Shop Drawing No. D-80783FW AW WA C-502 M&H Valve Company Shop Drawing No. 13476 AW WA C-502 Shop Drawings No. 6461 Mueller Company A-423 Centurion AW WA C-502 Shop Drawing FH-12 Mueller Company A-423 Super Centurion 200 AW WA C-502 U.S, pipe & Foundry Shop Drawing No. 960250 AW WA C-502 Waterous Company Shop Drawing No. SK740803 AW WA C-502 EJ (East Jordan Iron Works) WataMaster 5CD250 r Updated: 12/06/2018 * From Original Standard products List Clack to Return to the Table of Content 2z CITY OF FORT WORTH FORT 'ORTH4 WATER DEPARTMENT ,11111111114�STANDARD PRODUCT LIST Note: All water _or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on aproiest spe5jfic bas9s• Special bedding - aollr!T-�_ - 02105/937 E101-5 Detector Check Meter Ames Commv Model 1000 Detector Check Valve 08/05/04 IMagoetic Drive Vatical Turbine Hersey I Matarctic Drive Vertical Updated: 12/06/2018 AW WA C550 4" - 10" AW WA C701- Class 1 3/4' - 6" " From Original Standard Products List Click to Return to the Table of Content 29 FORTI TIT CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Note; All water or sewer pipe larUr than 25 Inch dilalnster shall be approved for use hey the Water Derkutme: it on a IVatrr - Pin Wjif&K-33+31*70fQVM13) 01/18/18 33-11-12 PVC Pressure Pipe VinvItech PVC Pipe 3/19/2018 3311 12 PVC Pressure Pipe PipeYe Jet Stream 3/19/2018 3311 12 PVC Pressure Pipe Pipelife Jet Stream 5/25/2019 3311 12 PVC Pressure Pipe Diamond Plastics Corporation 5f25POl S 3311 12 PVC Pressure Pipe Diamond PLstics Coroorai i,m 35 i 1 _ 2 ?Vc 1•`L] X. 2ge A-M Mmifficte'mg Ca , Jac cJL-m JM Fie �3I$Oi4 3311 11 PVC P- -?7e F7dh i ' .in*W&jM awar Updated: 12/06/2018 basis. Sbeciai bedding maybe AW WA C900, AW WA C605, ASTM D1784 4"-12" I ➢R14 AW WA C900 4"-12" DR18 AWWAC900 16"-24" DR14 AWWAC900 4"42" Trani 21. DR 14 , DF, t 8 AW WA C900 16"-24" AWWA IC9a0.16 ❑p 1{ ZM 1235 � * 61i,e f'rare' Ar]$� 6; FM 1611. AWWA �C 16 DR 15 1-,L i2o rfflG Orj& ANSE 1 FM td12 • From Original Standard Products List Click to Return to the Table of Content 30 FORT '.T1 H:; Note: All water or CITE'' OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 15 inch diameter shall be approved for use by the Water DeRa_rtment on a iatn ■ n 1a■ 11 , 1.11 .� Water-1 WgsNalv�ttin i a N Iron Fittings 33-11-11 (DIAIJ 3] 07/23/92 El-07 Ductile Iron Fittras Star * Products, lac. " E1.07 Ductile Iron Fittings ChiffmPipe Products, Co. * E1.07 Ductile Iron Fittings McWane/Tyder Pipe/ Union Utilities Division 08/11198 E1-07 Ductile Iran Fittings Sigma Co. 02/26/14 EI-07 MY Fittings Accucast 05/14/98 El-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange 05/14/98 E1.24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange I IMJ04 E1-07 Ductile Iron Joint Restraints One Bolt, too. 02/29/12 33.11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron. Inc. 02/29/12 33-11-11 PVC Pipe Mechanical, Joint Restraint EBAA Iron, Inc. 08/05/04 E1-(Y Mechanical Joint Retainer GlandsfPVC) Sigma, Co. 08/0S/04 EI-07 Mechanical Joint Retainer Glm&(PVC) Sigma, Co. 08/10/98 El-07 MYPittings(DIP) Sigma, Co. 10/12/l0 E1-24 Interior Restrained Joint Svstem S & B Techncial Products 08/16/06 E1-01 Mechanical Joint Fittings SIP Industrics(Serampore) 11107A6 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Eno. 11/07/16 33.11-11 Mechanical Joint Retainer Glands Star Pipe Products. Inc. 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) 03/19/18 33-11-11. Mechanical Joint Retainer Glands SIP Industries(Serampore) 03/19/18 33.11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) Updated. 12/06/2019 basis. Special beddingLmay be Mechanical Jo -,at Fittings AW WA C153 & Cl l0 Mechanical Joint Fitting AW WA C 110 Mechanical Joint Fittings, SSB Class 350 AW WA C 153, C 110, C i l l Mechanicai Joint Fittings, SSB Class 351 AW WA C 153. C 110, C 112 Class 350 C-153 MJ Fittings AW WA C153 4"-12" Uni-Flange Series 1400 AWWA C11I/CI53 4" to 36" Uni-Flange Series 1500 Circle -Lock AWWA C111/CI53 4" to 24" One Bolt Restrained Joint Fitting AW WA CI11/C116/C153 4" to 12" Megalug Series 1100 (for DI Pipe) AW WA Cl 111C116/CI53 4" to 42" Megalug Series 2000 (for PVC Pipe) AWWA C111/C1161CI53 4" to 24" Sigma One-LokSLC4-SLCI0 AWWACIll/CI53 411to10" Sgpa One-Lok SLCE AW WA C111IC153 l2" to 24" Sigma (Me-Lok SLDE AW WA C153 4" - 24" Bulldog System ( Diamond Lok 21 & JM Eagle ASTM F-1624 4" to 12" Mechanical Joint Fittings AW WA C 153 4" to 24" PVC Stargrip Series 4000 ASTM A536 AW WA C I I I DIP Stargrip Series 3000 ASTM A536 AW WA C I l l EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AW WA Cl 11 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 ASTM A536 AW WA C111 4"-12" DR14 PVC Pipe EZ Grip Joint Restraint (EZD) Red for C900 ASTM A536 AW WA CI I I 16"-24" DR1S PVC Pipe * From original Standard Products List Click to Return to the Table of Content 31 FORF WORTH, Nate; All wa>:er or sewer 12/13/02 0" 1/99 05/18/99 10/24/00 08/05/04 05/23/91 01/24/02 + + 11/09199 01/23/03 05/13/05 01/31/06 01/29/98 10/04/94 11/08/99 11/29104 11/30/12 05/08/91 + 10/26J16 08/24/18 CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Wlter- Phx%Nzbm A Ffttiuv%fflr rn&&' mted Gate Vulva' 33-12-20 M131151 Resilient Wedged Gate Valve wlno Gears American Flow Control Resilient Wedge Gate Valve American Flaw Control Resilient Wedge Gate Valve American Flow Control Resilient Wedge Gate Valve American Flaw Control E1-26 Resilient Wedge Gate Valve American Flow Control Resilient Wedge Gate Valve American Flaw Contras E1-26 Resilient Wedge Gate Valve American AVK Company E1-26 Resilient Wedge Gate Valve American AVK Company E1.26 Resilient Seated Gate Valve Kennedy E1.26 Resilient Seated Gabe Valve M&H E1-26 Resilient Seated Gate Valve Mueller Co. Resilient Wedge Cate Valve Mueller Co. Resilient Wedge Gate Valve Mueller Co. Resilient Wedge Gate Valve Mueller Co. Resilient Wedge Gate Valve Mueller Co. E1-26 Resilient Wedge Gate Valve Clow Valve Co. Resilient Wed= Gate Valve Clow Valve Co. E1-26 Resilient Wedge Gate Valve Clow Valve Co. Resilient Wedge Gate Valve Clow Valve Co. Resilient Wedge Gate Valve Clow Valve Co. E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) Mateo Gate Valve Matco-Narca Updated: 12/06r2018 Series 2500 Drawing 9 94-20247 16" Series 2530 and Series 2536 AWWAC515 30" and 36" Series 2520 & 2524 (SD 94-20255) AW WA C515 20" and 24" Series 2516 (SD 94-20247) AW WA C515 16" Series 2500 (Ductile Iran) AW WA C515 4" to 12" 42" and 48" AFC 2500 AW WA C515 42" and 48" American AVK Resilient Seeded GV AW WA C509 4" to 12" 20" and smaller 4" -12" 4" - 12" 4" - 12" Series A2361 (SD 6647) AW WA C515 16" Series A2360 for 18"-24" (SD 6709) A W WA C515 24" and smaller Mueller 30" & 36% C-515 AW WA C515 30" and 36" Mueller 42" & 48", C-515 AW WA C515 42" and 48" AW WA C509 4" - 12" 16" RS GV (SD D-20995) AW WA C515 16" Clow RW Valve (S➢ ➢-21652) AW WA C515 24" and smaller Claw 30" & 36" C-515 AW WA C515 30" and 36" (Note 3) Clow Valve Model 2638 AW WA C515 24" to 48" (Note 3) AW WA C 509, ANSI 420 - stem, 4" -12" ASTM A 276 Type 304 - Bolts & ,,,,r" Metroseal 250, requirements SPI, *74 3" to 16" EI FlawMaster Gate Valve & Boxes 225 MR AWWA/ANSI Cl 15/An21,15 4" to 16" * From Original Standard Products List Clock to Return to tFee'Tahle of Content 32 FORT WORTHt�, Note: Alf w t r ar sewer ' e h CITY OF FORT WORTH[ WATER DEPART, MXNT STANDARD PRODUCT ILIST than 15 inch diameter shall be approved for use by the Water Departlgent on aprofect speed W&ter -1? ratvcs & Fittings�er_8p,�ted Eutterfiv Vrive -U-31� fj7MML * E1-30 Lubber Seated Butterfly Valve Henry Pratt Co. ' E1-30 Rubber Seated Butterfly Valve Mueller Co. 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. 06/12/03 E1-30 ValmeticAmericanButterflyValve ValmaticVolvo and Ma ofcturinuCorp. 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve 03/19/18 33 12 21 Rubber Seated Butterfly Valve G A. Industries (Golden Anderson) * From Original Standard Products List Updated: 12/00018 bedding —maybe required fqr some .li AWWA C-504 24" AWWA C-504 24"and smaller 1 AWWA C-504 2W and larger Valreatic American Butterfly Valve. AWWA C-504 Up to 84" diameter M&H Style 4500 & 1450 AWWA C-504 24" to 48" AWWA C504 Butterfly Valve AWWA C-504 30"-54" r a • Click to Return to the Table of Content 33 FORTWORTH, CITE' OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT MST Note_ All water or sewer pipe lar 9. r than 15 imh diameter shall be a roved far use by the Water Di partiment op a % r s r of stir eInc aamenl331-11-i0MUM) 05112J05 E1-13 Polyethylene Encasment •• FlexsalPackaging 05/12/05 B3-13 �Pvlvethyleae Polyethylene Bncamient Mountain States Plastics (MSP) and ARP Ind, 05/12/05 E]-13 Eacasment AEP Industries Updated: 12/06/2018 ect s edf r- basis. Special bed& may be r aired for some p w. Fulton Enterprises AW WA C105 8 mil LLD Standard Hardware AW WA C 105 8 mil LLD Bullstr= by Cowtown Bolt & Gasket AW WA C 105 8 mil LLD * From Original Standard Products List Click to Return to the Table of Content 34 CITY OF FORT WORTH FORTWORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/06MIS Note: All r or a 1pe lar r than 15 inch diameter shall be approved for use by the Water De artment on a ro ect edfic basis, Special b m be re Fred fo me pip L ,- WWI i i , i. Water -Sam ti � _ -- 3112/96 Water Sampling Station Water Plus B20 Water Samolina Station I : From Original Standard Products List Clock to Return to the Table of Content 35 1800 ODOR CONTROL SEWER VALVE The 1800 Odor Control VentValve connects to a candy cane style pipe, and is designed to allow for ventilation in the open position.The valve body may be easily disassembled with two quick release lockable metal latches.The interior of the body contains a canister filled with odor media.This media Is in pellet form allowing for better airflow, thru the media bed. and is highly effective In removing hydrogen sulfide gas (1-12S) found in wastewater treatment applications. Pellets are non -toxic and landfill disposable. The media. contains blue indicator pellets that turn white when the media is spent.A complementary lab analysis is also offered to determine the remaining life of the media -This is especially helpful in creating an effective preventative maintenance program for odor control. Flanged C or 8 aluminum body. Metric d flange upon request Tamper proof ludcable latches Wages media COnfaiFlS �� Media Life Indicator �•" {+ f peflels J Recabfe l"Pi5lranparenter for eaey repla"ment t 4 1 _ 3 PARTS LIST ITEM qiY PARTPti MI M DESCRII'"iWN E 1 1 IBMFFPC WME4UM FLANGED BASE � 2 1 18048 1ALIlMEN€J14 BASKET j 3 1 1804-G iMEDFAGASKET E 4 1 18Tm MASKETGASKET 5 1 OI3-MEDIA MEDIA F TEP 6 2 91.00.52 SS LATCH CATCH 7 10 1SMW-3-32 SS LATCH PH. H0. SCREWS 8 2 91-532.52 LATCH 55 LAT04 NORMALINVERTED MOUNTINIS PosmoN PN# 4-1800FAPC 1 40D SECT ON B-B SCALE 1/3 3 � � 2 SEC! MN A -A SCALE 1/3 1 � A OPTIONAL VERTTAL MOI NnNG OfLIENTATION (RAIN. SHIELD REQUIRED) k wvA'4-l800FAPC•R D i i E 1930 I I E 4 ! PARTS LIST j j ITFM PART NUMBER DESCRtP7i0N f T 11B84AFFFC ALUMINUMFLANG7EDBASE i 2 1 ISQ45 ' ALUMINUM BASKET i B 3 2 41-600-52 5S LATCH CATCH 4 2 91-532-52 LATCH 55 LATCH 5 1 1858-G BASKErGASKET 6 I 1 180" MEDIA GASKET 7 1 Rain SN - A SS RAIN SHIELD II B 10 SCRW-3-32 SS LATCH PH. HD. SCREW I 9 1 OC144EDIA MEDIA FILTER 10 1 1500-30Pt .5tl8" D€A. RAIN SHIELD MOUNTING ROD 11 1 BCtii 1!4 314 ; SS 114.20 x 1" M HEAD fH+AYiN vV='a ROBERT H. WAGER CO. cx I� 7IatF 4-1800 VERTKAL AND I"FG INVERTED SEWER VENT RGVW _ L i 4-1800FAPC-4-18DOWC-4 =�C^4E,� � 7iSrn<cw 1 r s 9 2 1 1 Manhole Restoration ENVIRONMENTAL H;gh-Budd 100% Solids Epoxy INCC'�#�PO ATED 25 Years I xperjence In Manhole Restoration ivia lheuaoasdi of ga anti of Water w7d Ihounmd5 of dallais ri b,,R rd co R1s k9i Vhwrn'n ErwrDaywtel HOY. 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