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Contract 51527
CITY SECR7E ARY 5 a� City secretary FORT WORTH CONTRACT NO. Construction ❑ Project Manager❑ PROJECT MANUAL FOR THE CONSTRUCTION OF BLUE MOUND ROAD AND WILLOW SPRINGS ROAD City Project No. 02161 DOE No. 7411 Betsy Price David Cooke Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department v� 'Q Prepared for The City of Fort Worth Transportation and Public Works 2018 ............................ .... JONATHAN C. IRETON% /r 124957 ; ...... Pacheco Kath Tx. Reg. Engineering Firm F-469 OFFICIAL RECORD 8/1/2018 CITY SECRETARY FT. WORTH,TX FORTWORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 0043 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 00 45 26 Contractor Compliance with Workers'Compensation Law /00 45 40 Minority Business Enterprise Goal 0045 41 S,ti..,ll Business R„tet:p ise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 0061 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 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 71 23.01 Attachment A Survey Staking Standards 01 7423 Cleaning 01 77 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised February 2,2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 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 3123 16 Unclassified Excavation 31 24 00 Embankments Division 32-Exterior Improvements 32 13 16.23 Stamped Concrete Paving 32 15 43 Pedestrian Aeeess Stabilized DG Division 33-Utilities 3305 14 Adjusting Manholes,Inlets,Valve Boxes,and Other Structures to Grade 33 0530 Location of Existing Utilities 33 1225 Connection to Existing Water Mains Division 99—Additional Specifications 99 99 00 Miscellaneous Construction Force Account Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps://proj ectpoint.buzzsaw.com/client/fortworthizov/Resources/02%20- %20Construction%2ODocwnents/Specifications 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) 0334 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26-Electrical 26 05 00 Common Work Results for Electrical 2605 10 Demolition for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31-Earthwork 31 1000 Site Clearing 3123 16 Unel asst fie &iea-,a fie _MODIFIED Beffedi 3124 nn MODIFIED 31 25 00 Erosion and Sediment Control 313600 Gabs fis CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised February 2,2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 31 3700 Riprap Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 3201 29 Ganer-ete Paving Repaif 32 11 23 Flexible Base Courses 32-1129 Lime T-Teated Base Wises 32 11133 Cement Tr-eased Base Courses 324137 Liquid id Tr-e to.l Sail Stabilizer- 32 12 16 Asphalt Paving 32 1273 Asphalt Paving/''rack Seata*t, 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 332-14 16 B fiek Unit t D.,. i 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 325 Curb Address Painti 3231 13 Chain Fences and Gates 3231 26 Wire Fences and Gates 3231 29 Woodz enees and Gaces 3232 13 Cast-in-Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro-Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33-Utilities 33 0i 30 Sewef and Manhole Testing 33 01 31 Closed Circuit Television(CCTV)Inspection 3333 03 ig Bypass n,,..,ping ,f Existing Sewef Systems 33 04 18 feint—Be fi ing and Rleet..ieal is..l.,tiE)R 3304 11 Corrosion Control Test Stations 3304 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewef Mains 3305 10 Utility Trench Excavation,Embedment, and Backfill 3305 12 Water Line Lowering 33 05 13 Frame, Cover and Grade Rings 333 05-1 n Adjusting Manholes, inlet Valve Boxes and Other Structures to Grade-MODIFIED 3305 16 Concrete Water Vaults 33 05 117 Concrete Collars 33 0520 Auger-Bering 33 0521 Tiinnel Liner-Plate 33 0522 Stool Cris,, Ripe 33 05-23 u a T,, oling 33 05 24 installation of Car-f!ier-Pipe in Casing oF T-un—neel Plate 33 05 26 Utility Markers/Locators CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised February 2,2016 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 -MODIFIED 33 11 05 Bolts,Nuts,and Gaskets 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride(PVC)Pressure Pipe 33 i i ig Generete Pr-essuf!e Pipe,Bar- Wrapped, Steel Cylinder-T-ype 33 !1 14 Bur-ied Steel Pipe and F44' _ 33 1211 Large Water Meters 33 1220 Resilient Seated Gate Valve 33 1221 AWWA Rubber-Seated Butterfly Valves 33 1225 Cenneetion to Egiisting Water-Mains-MODIFIED 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 1240 Fire Hydrants 33 1250 Water Sample Stations 33 1260 Stemdexd Blow off Valve Assembly 3331 12 Gui-ed in Plaee Pipe(CIPP) 33 31 13 Fiberglass Deinfer-vcd Pipe fr Gravity Sanitary Sew 33 3i is High Densit.,Polyethylene(14DP)Pipe for-Saa tar-y Sewer- 333120 Polyvinyl Ghler-ide(PVC)Grav4y Sanitary Sewer-Pipe 333121 Pelyviffl Ghlefide(PVC)Closed Pr-efile Ckavity Saaitffy Sewer-Pipe 333122 Saftitafy Sewef Slip Lining 333123 Sanitary Sewer-Pipe EnlefgemeW 33 31 70 Ce...bin t:en Ai.-Valve fe«Saf*4ar-y Sey.xea f>;a fee>,4__a 33 39 ioo--Cast in Plaee ConereteManholes 33 39�90 D«eeast Concrete Manholes 33 39 30 Fiber-glass es 333940 Wastewater-Aeeess Chamber-(ALAC) 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 33 41 14 High Density Polyethylene(UPPE)Pipe f«Ste ff P q1 44 W1 33 46 00 Subdrainage 33 46 01 Slotted Storm Drains 33 46 02 Trench Drains 3349 10 Cast-in-Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34-Transportation 34 41 10 T-Faffie Sig%6 34A 1 1�1Attaemireat-A Ce t..elle«!'.,bi et 3441 10.02 A aerl'meat B Gentfeller-Speeif:eet:e.. 34 41 1003 Att„elff e..t C Sect. af:e Spee:f:eet:e. 3441 11 Temporary Traffic Signals 3441 13 Removing Traffic Signals 3441 15 Rectangular Rapid Flashing Beacon 3441 16 Pedestrian Hybrid Signal 34 41 20 Roadway Illumination Assemblies CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised February 2,2016 000000-5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 3441 20.01 Arterial LED Roadway Luminaires 3441 20.02 Freeway LED Roadway Luminaires 3441 20.03 Residential LED Roadway Luminaires 3441 30 Aluminum Signs 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GGryvriQcrg-vana -rccnrcico GG nn 06 H ,,,entat� tion a4 S e, GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised February 2,2016 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 10/23/2018 Ordinance No. 23454-10-2018 DATE: Tuesday, October 23, 2018 REFERENCE NO.: C-28906 LOG NAME: 20BLUE MOUND ROAD AND WILLOW SPRINGS ROAD CONSTRUCTION SUBJECT: Authorize Execution of a Construction Contract with McClendon Construction Company, Inc., in the Amount of$7,215,420.75 for Roadway Construction for Blue Mound Road and Willow Springs Road and Authorize Execution of Amendment No. 1 to Interlocal Agreement with Northwest Independent School District for an Amount Not to Exceed $2,000,000.00 for the Construction of Willow Springs Road and Blue Mound Road and Adopt Appropriation Ordinance (COUNCIL DISTRICT 7) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the execution of a construction contract with McClendon Construction Co. Inc. in the amount of$7,215,420.75 for Blue Mound Road and Willow Springs Road; and 2. Authorize the execution of Amendment No. 1 to City Secretary Contract Number 46108 Interlocal Cooperation Agreement to provide that Northwest Independent School District will reimburse the City for costs in the amount not to exceed $2,000,000.00 for the construction of Willow Springs Road and Blue Mound Road; and 3. Adopt the attached Appropriation Ordinance increasing receipts and appropriations in the Intergovernmental Contribution Fund in the amount of$2,000,000.00, receivable from Northwest Independent School District for the construction of Blue Mound and Willow Springs Road. DISCUSSION: The 2018 Bond Program includes funding for roadway capacity improvements along Blue Mound Road and Willow Springs Road. The main purpose of this project is to provide for the increasing traffic volume associated with the new V.R. Eaton High School campus and extensive land development activity to the north and west of the school. The construction contract will be funded by the Street Improvements Fund, Transportation Impact Fee Fund, TPW Community Facility Agreement Fund, 2014 Bond Fund, 2018 Bond Fund (M&C G-19306) and partially by an existing Interlocal Agreement between the City of Fort Worth and Northwest Independent School District City Secretary Contract No. 46108 (M&C C-27011). This Amendment No.1 provides that Northwest ISD contribute $2,000,000.00 towards the construction of Blue Mound Road and Willow Springs Road. The funds from Northwest ISD will be received by the City after construction of the improvements are completed and accepted by all parties. Funds for this project are included in the 2018 Bond Program. Available resources within the General Fund will be used to provide interim financing until debt is issued. Once debt associated with the project is sold, bond proceeds will reimburse the General Fund in accordance with the statement expressing official Logname: 20BLUE MOUND ROAD AND WILLOW SPRINGS ROAD CONSTRUCTION Page I of 3 Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance No. 23209-05-2018). Blue Mound Road and Willow Springs Road was advertised August 2, 2018 and August 9, 2018 in the Fort Worth Star-Telegram. On August 30, 2018, the following bids were received: Bid Results (Contractor _ _ Total Bid McClendon Construction Co. Inc. $7,215,420.75 Tiseo Paving Co. Jackson Construction, Ltd_. —F—- $7,879,754.00 McMahon Contracting, LI j $8,166,244.46 The project will begin in January 2019 and the project will be complete in June 2020. The PARD annual maintenance cost is $4,784.00. Funding for operations and maintenance will be allocated into the Park and Recreation Department's base budget beginning in FY 2020. M/WBE OFFICE – McClendon Construction Co. Inc. is in compliance with the City's BDE Ordinance by committing to 2% MBE participation and documenting good faith effort. McClendon Construction Co., Inc. 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 25%. This project is located in COUNCIL DISTRICT 7. FISCAL INFORMATION / 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 the capital budget, as previously appropriated of the Street Improvements Fund, Transportation Impact Fee Fund, TPW Community Facility Agreement Fund, 2014 Bond Fund, 2018 Bond Fund and the Intergovernmental Contribution Fund. FUND IDENTIFIERS (FIDs): TO runnepartment ccoun Project Progratctivity Budget Reference # moun ID ID Year ChartField 2 FROM Fund Department ccoun Project JPrograml ctivity Budget Reference # Amoun ID ID Year Chartfield 2 CERTIFICATIONS: Submitted for City Manager's Office by: Susan Alanis (8180) Originating Department Head: Douglas Wiersig (7801) Additional Information Contact: Mitch Aiton (6591) ATTACHMENTS 1. 20BLUE MOUND ROAD AND WILLOW SPRINGS ROAD CONSTRUCTION 30106 A019 Revsd (Rev).docx (Public) 2. 20BLUE MOUND ROAD AND WILLOW SPRINGS ROAD CONSTRUCTION Revised FID.xlsx Logname: 20BLUE MOUND ROAD AND WILLOW SPRINGS ROAD CONSTRUCTION Page 2 of 3 (CFW Internal) 3. Amendment 1 Interlocal Cooperation Agreement (Northwest ISD -City of Fort Worth).pdf (CFW Internal) 4. Form 1295 McClendon Const. Co..pdf (Public) 5. Map Blue Mound Rd..Pdf (Public) 6. MBE McClendon Compliance Memo .pdf (CFW Internal) Logname: 20BLUE MOUND ROAD AND WILLOW SPRINGS ROAD CONSTRUCTION Page 3 of 3 000515-1 ADDENDA Page 1 of 2 1 SECTION 00 05 15 2 ADDENDA 3 4 ADDENDUM #1 5 6 7 PROJECT NAME: Blue Mound Road and Willow Springs Road 8 9 PROJECT NO: 02161 10 11 ISSUED: August 14, 2018 12 13 BID DATE: August 30, 2018 at 1:30 P.M.. 14 15 FROM: Pacheco Koch Consulting Engineers, Inc. 16 6100 Western Place, Suite 1001 17 Fort Worth,Texas 76107 18 19 TO: Prospective Bidders 20 21 This Addendum forms a part of the Bidding Documents and will be incorporated into Contract 22 Documents, as applicable. Insofar as the original Contract Documents and Specifications and 23 Construction Plans are inconsistent, this Addendum governs. Acknowledge receipt of this 24 addendum by signing and attaching it to the Contract Documents (inside). Note receipt of the 25 Addendum in the Bid Proposal and on the outer envelope of your bid. FAILURE TO DO SO MAY 26 SUBJECT BIDDER TO DISQUALIFICATION. 27 28 Prospective bidders are hereby notified of the following: 29 30 CLARIFICATIONS 31 Q: Is there a geotechnical report or bore logs? 32 33 A:Yes, see attached. 34 35 Q: Is this project going to have a MBE or SBE goal? 36 37 A: This project will include a MBE goal of 25%. 38 39 Q: Will the bid date change? 40 41 A: No,the bid date will not change. The Bid Date is August 30, 2018 at 1:30 P.M.. 42 43 PROJECT MANUAL 44 1. REMOVE Section 00 45 41 Small Business Enterprise Goal, REPLACE with attached 45 Section 00 45 40 Minority Business Enterprise Goal. 46 47 2. INSERT attached Geotechnical Investigation into Appendix GC4.02 Subsurface and 48 Physical Conditions 49 50 3. REMOVE Appendix GC-6.06.D, REPLACE with attached Appendix GC-6.06.D. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 000515-2 ADDENDA Page 2 of 2 1 2 CONSTRUCTION PLANS 3 4 1. None. 5 6 7 All other provisions of the plans,specifications and contract documents for the project which are 8 not expressly amended herein shall remain in full force and effect. 9 10 Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering 11 the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the 12 time of bid submittal. 13 14 15 RECEIPT ACKNOWLEDGED: 16 17 18 1 19U)2v f y:•• �'' ,,s 1� 20 By: %* .•. *1I 21 /.............................. 22 McClendon Construction CQ,}�„ t JONATHAN_ C. IRETON., ............... 23 P.O. Box 999 I ,��. 124957 24 Company: Burleson,TX 760874/C ENs E 25 i`�SS�O....•�NG�� 26 27 28 29 F-469 30 08/14/2018 31 32 33 34 35 36 37 38 39 END OF SECTION CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 0005 15-1 ADDENDA Page l of 5 1 SECTION 00 05 15 2 ADDENDA 3 4 ADDENDUM #2 5 6 7 PROJECT NAME: Blue Mound Road and Willow Springs Road 8 9 PROJECT NO: 02161 10 1 I ISSUED: August 23, 2018 12 13 BID DATE: August 30, 2018 at 1:30 P.M.. 14 15 FROM: Pacheco Koch Consulting Engineers, Inc. 16 6100 Western Place, Suite 1001 17 Fort Worth, Texas 76107 18 19 TO: Prospective Bidders 20 21 This Addendum forms a part of the Bidding Documents and will be incorporated into Contract 22 Documents, as applicable. Insofar as the original Contract Documents and Specifications and 23 Construction Plans are inconsistent, this Addendum governs. Acknowledge receipt of this 24 addendum by signing and attaching it to the Contract Documents (inside). Note receipt of the 25 Addendum in the Bid Proposal and on the outer envelope of your bid. FAILURE TO DO SO MAY 26 SUBJECT BIDDER TO DISQUALIFICATION. 27 28 _Prospective bidders are hereby notified of the following: 29 30 CLARIFICATIONS 31 Note: The outfall location of storm drain ST-C(Willow Springs Road and Eagle 32 Boulevard)has been revised from a proposed ditch along Willow Springs Road to an 33 existing detention pond at the intersection of Willow Springs Road and Eagle Boulevard. 34 This change has been reflected in the attached sheets and proposal form. 35 36 Q: In the Traffic Control Plan Phase 1,the proposed sequence of building the final 37 pavement structure after constructing the box culvert which does not appear to be 38 feasible. Can the construction of the final pavement structure be done in phases 2 39 and 3? 40 41 A: The traffic control for phase 1 along Blue Mound has been revised to construct 42 temporary asphalt. The final pavement over storm drain ST-A will be constructed with 43 phase 2 and phase 3. Revised plan sheets have been attached to this addendum. 44 45 Q: Clarify the temporary pavement for the storm drain construction. 46 47 A: These items are no longer proposed with the revision of storm drain line ST-C. See 48 attached for plan sheets. 49 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 000515-2 ADDENDA Page 2 of 5 1 Q: The Raised Pedestrian Crosswalk does not appear to be constructible as shown. 2 Can the colored/stamped concrete be poured within the raised area at either 14"or 3 10"variable thickness? 4 5 A: The raised crosswalk detail has been revised. Revised Construction Details are 6 attached to this addendum. 7 Q: Is the#4 x 24"smooth dowels shown on the redwood expansion joints meant to 8 be#6 smooth dowels? 9 10 A: Dowel bars have been revised to#8 bars. Revised Construction Details are attached to I i this addendum. 12 13 Q: Is the contraction joint spacing meant to have joints at 30' instead of the 15' 14 shown? 15 16 A: Joint spacing has been revised to expansion/contraction joints to be a maximum of 30' 17 spacing and sawed construction joints are 15' spacing. Revised Construction Details are 18 attached to this addendum. 19 20 Q: Can you clarify the limits of the 6" and 3" mountable curb as well as locations of 21 all transitions from the standard curb locations? 22 23 A: A roundabout curb layout sheet has been provided as an attachment to this addendum. 24 25 Q: Is Type II stand up curb going to be required? If so,can you provide 26 clarification on what item it will be paid under? 27 28 A:A roundabout curb layout sheet has been provided as an attachment to this addendum. 29 All curb is considered subsidiary to concrete pavement per Section 32 13 13. 30 31 Q: Is there meant to be any reinforcement required or anchoring to the concrete 32 pavement for the raised crosswalks? 33 34 A: The raised crosswalk detail has been revised. Revised Construction Details are 35 attached to this addendum. 36 37 Q: Is there a fixture schedule that can be provided for the illumination design? 38 39 A: Light fixtures will be 138W TY 3 LED gray standard cobra head casings. 40 41 Q: Clarify the quantities and pay items for 30"and 24" RCP. 42 43 A: The storm drain quantities have been revised. Plans sheets and proposal form have 44 been attached to this addendum. 45 46 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 000515-3 ADDENDA Page 3 of 5 1 Q: What is the Engineer's opinion of probable construction cost? 2 3 A: $10.3 million. 4 5 Q: What is the existing asphalt section? 6 7 A: The existing asphalt section is 8"thick. 8 9 Q: Will CAD design files be provided? 10 11 A: CAD files will be provided, as needed,to the contractor on award of the contract. 12 13 Q: Under what item is the 20' curb inlet paid? There does not appear to be an item 14 for a 20' curb inlet. 15 16 A: The storm drain quantities have been revised. Proposal form has been attached to this 17 addendum. 18 19 Q: Can you clarify the quantity of 10' Recessed and 15' Recessed inlets? 20 21 A: The storm drain quantities have been revised. Proposal form has been attached to this 22 addendum. 23 24 Q: Is the storm connection to the existing manhole at the end of Line A subsidiary to 25 another bid item? 26 27 A: Yes, connections to existing drainage structures are subsidiary to storm drain pipe per 28 Section 33 41 10. 29 30 Q: Can the proposal be submitted electronically? 31 32 A: Yes,the proposal form spreadsheet can be found in the Buzzsaw folder. 33 34 Q: Where is the quantity for fire hydrant adjustment along Willow Springs? 35 36 A: This item is no longer proposed with the storm drain revision. 37 38 PROJECT MANUAL 39 1. REMOVE Section 00 00 00 Table of Contents,REPLACE with attached Section 00 00 40 00 Table of Contents. 41 42 2. REMOVE Section 00 42 43 Proposal Form, REPLACE with attached Section 00 42 43 43 Proposal Form. 44 a. Removed items: 45 i. 3305.0102 Cathodic Protection Test Station Adjustment 46 ii. 0241.3104 24" Storm Abandonment Plug 47 iii. 9999.0003 Mountable Curb 48 iv. 9999.0005 12"Concrete Band 49 v. 9999.0006 Decomposed Granite 50 vi. 9999.0007 River Rock CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 000515-4 ADDENDA Page 4 of 5 1 vii. 9999.0008 Colorado Boulder 2 viii. 9999.0013 Asphalt Pvmt Repair, Residential 3 ix. 3201.0614 Conc Pvmt Repair,Residential 4 x. 3341.1001 3x2 Box Culvert 5 xi. 9999.0016 PSET-SP(TY I124"RCP 6:1 P) 6 b. Added items: 7 i. 3346.0007 4"Pipe Underdrain,Type 7 8 ii. 3305.0103 Exploratory Excavation of Existing Utilities(for Storm 9 Drain) 10 iii. 3341.0302 30"RCP,Class III 1 I iv. 3349.4105 24" SET, 1 pipe 12 v. 3349.5003 20' Curb Inlet 13 c. Revised quantity of items: 14 i. 9999.0001 Remove 12"Storm Line 15 ii. 0241.3015 Remove 24"St6rm Line 16 iii. 0241.4401 Remove Headwall/SET 17 iv. 3212.0302 2"Asphalt Pvmt Type D 18 v. 3211.0212 6"Flexible Base,Type B,GR-2 19 vi. 3291.0100 Topsoil(6") 20 vii. 3292.0100 Block Sod Placement 21 viii. 3292.0400 Seeding, Hydromulch 22 ix. 3123.0101 Unclassified Excavation by Plan(Channel) 23 x. 3305.0112 Concrete Collar 24 xi. 3341.02012 1"RCP,Class III 25 xii. 3341.0205 24" RCP, Class III 26 xiii. 3349.6001 10' Recessed Inlet 27 xiv. 3349.6002 15' Recessed Inlet 28 xv. 9999.0015 SET(SW-0) 29 xvi. 9999.0017 Turf Reinforcement Mat 30 xvii. 3305.0109 Trench Safety 31 xviii. 2605.30112"CONDT PVC SCH 40(T) 32 33 3. REMOVE Section 32 15 43 Pedestrian Access Stabilized DG. 34 35 CONSTRUCTION PLANS 36 37 1. REMOVE Sheets 53, 54, 55, 56, 57, 58, 71,72,and 76. 38 2. REMOVE Sheets 1,2, 3,4, 12, 18,21,26,29, 30, 31,32, 59, 60, 61, 62, 63, 64,65, 110, 39 1I1, 112, 113, 114, 115, 116, 117, 118, 119, 120, 121, 135, 137, 150, I51, 152, 155, 156, 40 158, 161, 164, 166, 167, 170,201,and 202. REPLACE with attached respective Sheets. 41 3. The following sheets were updated to reflect the revised storm drainage design of ST-C: 42 Sheets 18,21, 112, 113, 114, 115, 116, 117, 118, 119, 121, and 135. The revisions on 43 these sheets only consist of the storm drain system. 44 45 46 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 IOAW, /I)C-(, � PAM L. vu� --77i C76fow.. t�Se� bLvb 116k9so C'Ow7✓tof�+IM! 00.b 720- r--e Gtr P41b"1 . 60 r, A Liz& I �V .G `Mb[turf ra,,, o a� tiles+�a.H c-h"., Co � ,` mGno v�st•n - (s �la�10 Siho�ccla IeX l,0. 0. v�S Si O-Co 0.t�ln r w OI •. e 1. 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Z IP < w z z ce a 16 < zOp 04 Z U mo z ZW4 Q C- z u Ld < -T A fF m 0 as, OW IL 4 �0� 11111 B 1 � Z, �� Q. u z > T 3;pw -9T I ItL e3OU 449z-7i z91sz A ggg GV011 SONINdS M0111M UNV CIVON G"ON T11H A 3' 1? 0 z z aa -fid 2R Z ts ACC < A tr God iiwhd C)0 z III rz, W, C, Qom < z— 0 IR, z 2 z C 0 < < 2t Z U Z < - 18 �* w -�z z 0 z Lo ca 'x486 Ai ;I O 13 Z z z W.u Z H OC X MOP%W UnW AIMPOW avow ammo MOT= �p 2� � �'� °�� ��.` -� �•• 'I' �'�\tom ;, IMP V.dVVN AAMWW dwall*Wow MOT= t I \ �-'I 1 �F y E �� $ y w 7 I I tL 4300 ft5Z-A Ni5z A aVO'd S9NISdS MOIlIM GINV UVON(INIfION InIg E 0 Zz 2�1 it, o 0 pp 0 zU3 u a < z— Z 0,0 z 5 < j.103 < < C) < zu ?yj Rl a' D 4—M IL E MON A it "it ii 000515-5 ADDENDA Page 5 of 5 1 All other provisions of the plans,specifications and contract documents for the project which are 2 not expressly amended herein shall remain in full force and effect. 3 4 Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering 5 the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the 6 time of bid submittal. 7 8 RECEIPT ACKNOWLEDGED: 10 �V1. O F TF�, 11 12 By. 4�1(ZW 13 McClendon Constr ....:........................... 14 UCt10n Co., JONATHAN C. METON P.O. Box 999 i................................, 15 ri ,��. 124957 Burleson,TX 76097 16 Company: tIj ' �!CENSE�••���'s� 17 Pl!!l 18 19 END OF SECTION 8 F-469 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of Blue Mound Road and Willow Springs Road will be 5 received by the City of Fort Worth Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 200 Texas Street 10 Fort Worth,Texas 76102 11 until 1:30 P.M. CST,Thursday,AUGUST 30,2018,and bids will be opened publicly and read 12 aloud at 2:00 PM CST in the Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 The major work will consist of the(approximate)following: 33,000 SY of 10"concrete pavement 16 for roundabout intersections and major arterial roadway,9,000 SY of concrete sidewalk,39,000 17 CY of roadway and channel excavation, 3,500 LF of Class III RCP ranging from sizes of 21"to 18 36", 1,900 LF of reinforced concrete box culvert sizing from 3'x2' to 6'x2',and accompanying 19 inlets and junction boxes. 20 21 PREQUALIFICATION 22 The improvements included in this project must be performed by a contractor who is pre- 23 qualified by the City at the time of bid opening. The procedures for qualification and pre- 24 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 25 26 DOCUMENT EXAMINATION AND PROCUREMENTS 27 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 28 of Fort Worth's Purchasing Division website at http://www.fortworthtexas.gov//purchasing/and 29 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The 30 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 31 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 32 Parties Form 1295 and the form must be submitted to the Project Manager before the 33 contract will be presented to the City Council.The form can be obtained at 34 https://www.ethics.state.tx.us/tec/1295-info.htin . 35 36 Copies of the Bidding and Contract Documents may be purchased from Pacheco Koch 37 Consulting Engineers,Inc.,6100 Western Place Suite 1001,Fort Worth,Texas 76107. 38 39 The cost of Bidding and Contract Documents is: 40 Set of Bidding and Contract Documents with full size drawings: $120 41 Set of Bidding and Contract Documents with half size(if available)drawings: $80 42 43 PREBID CONFERENCE 44 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 45 BIDDERS at the following location,date,and time: 46 DATE: August 14, 2018 47 TIME: 10:00 a.m. 48 PLACE: 200 Texas Street, Room 270 49 Fort Worth, Texas 76102 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised December 22,2016 0011 13-2 INVITATION TO BIDDERS Page 2 of 2 1 LOCATION: TP 97 Conference Room 270 on the southeast corner of the second floor. 2 3 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 4 City reserves the right to waive irregularities and to accept or reject bids. 5 6 INQUIRIES 7 All inquiries relative to this procurement should be addressed to the following: 8 Attn: Mitch Aiton, City of Fort Worth 9 Email: Mitch.Aiton@fortworthtexas.gov 10 Phone: 817-392-6591 11 AND/OR 12 Attn: Jonathan Ireton, Pacheco Koch Consulting Engineers, Inc. 13 Email: jireton tipkce.com 14 Phone: 817-412-7155 15 16 ADVERTISEMENT DATES 17 August 2, 2018 18 August 9, 2018 19 20 21 END OF SECTION CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised December 22.2016 0021 13-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 6 00-GENERAL CONDITIONS. 7 8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person,firm,partnership,company, association,or corporation acting 12 directly through a duly authorized representative,submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person,firm,partnership,company, association,or 16 corporation acting directly through a duly authorized representative,submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided)makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders(Prime Contractors and Subcontractors) 33 34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified(even if inadvertently opened)shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving_Requirements document located at, 40 https://Drrojecipoint.buzzsaw.com/fortworthgov/Resources/02°020- 41 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPaving 42 %20Contractor%2OPrequalification%2OProgram/PREOUALIFICATION%20REQ 43 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 44 45 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; 46 https://projectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 47 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPaving 48 %20Contractor%2OPrequalification%2OProgram/PREQUALIFICATION%20REQ 49 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised August 21,2015 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 2 3.1.3. Water and Sanitary Sewer—Requirements document located at; 3 hUs://Moiecipoint.buzzsaw.com/fortworthgov/Resources/02%20- 4 %20Construction%2ODocwnents/Contractor%2OPrequalification/Water%2Oand%2 5 OSanitary%2OSewer%2OContractor%2OPrequalification%2OProjzram/WSS%20pre 6 qual%20requirements.doc? up blic 7 8 9 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 10 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 11 45 11, BIDDERS PREQUALIFICATIONS. 12 13 3.2.1. Submission of and/or questions related to prequalification should be addressed to 14 the City contact as provided in Paragraph 6.1. 15 16 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 17 bidder(s)for a project to submit such additional information as the City, in its sole 18 discretion may require,including but not limited to manpower and equipment records, 19 information about key personnel to be assigned to the project,and construction schedule, 20 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 21 deliver a quality product and successfully complete projects for the amount bid within 22 the stipulated time frame. Based upon the City's assessment of the submitted 23 information,a recommendation regarding the award of a contract will be made to the 24 City Council. Failure to submit the additional information,if requested,may be grounds 25 for rejecting the apparent low bidder as non-responsive.Affected contractors will be 26 notified in writing of a recommendation to the City Council. 27 28 3.4.In addition to prequalification, additional requirements for qualification may be required 29 within various sections of the Contract Documents. 30 31 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 32 33 4.1.Before submitting a Bid, each Bidder shall: 34 35 4.1.1. Examine and carefully study the Contract Documents and other related data 36 identified in the Bidding Documents(including"technical data"referred to in 37 Paragraph 4.2.below).No information given by City or any representative of the 38 City other than that contained in the Contract Documents and officially 39 promulgated addenda thereto,shall be binding upon the City. 40 41 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 42 site conditions that may affect cost,progress,performance or furnishing of the 43 Work. 44 45 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 46 progress,performance or furnishing of the Work. 47 48 4.1.4. OMITTED CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised August 21,2015 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 ofo) l 4.l.5. Study all: (i) reports of explorations and tests of subsurface conditions at or 2 contiguous to the Site and all drawings of physical conditions relating to existing 3 surface or subsurface structures at the Site (except Underground Facilities) that 4 have been identified in the Contract Documents as containing reliable "technical 5 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 6 at the Site that have been identified in the Contract Documents as containing 7 reliable "technical data." 8 9 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 10 the information which the City will furnish. All additional information and data 1 1 which the City will supply after promulgation of the formal Contract Documents 12 shall be issued in the form of written addenda and shall become part of the Contract 13 Documents just as though such addenda were actually written into the original 14 Contract Documents. No information given by the City other than that contained in 15 the Contract Documents and officially promulgated addenda thereto, shall be 16 binding upon the City. 17 18 4.1.7. Perform independent research, investigations, tests, borings, and such other means 19 as may be necessary to gain a complete knowledge of the conditions which will be 20 encountered during the construction of the project. On request, City may provide 21 each Bidder access to the site to conduct such examinations, investigations, 22 explorations, tests and studies as each Bidder deems necessary for submission of a 23 Bid. Bidder must fill all holes and clean up and restore the site to its former 24 conditions upon completion of such explorations, investigations, tests and studies. 25 26 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 27 cost of doing the Work, time required for its completion, and obtain all information 28 required to make a proposal. Bidders shall rely exclusively and solely upon their 29 own estimates, investigation, research, tests, explorations, and other data which are 30 necessary for full and complete information upon which the proposal is to be based. 31 It is understood that the submission of a proposal is prima-facie evidence that the 32 Bidder has made the investigation, examinations and tests herein required. Claims 33 for additional compensation due to variations between conditions actually 34 encountered in construction and as indicated in the Contract Documents will not be 35 allowed. 36 37 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 38 between the Contract Documents and such other related documents. The Contractor 39 shall not take advantage of any gross error or omission in the Contract Documents, 40 and the City shall be permitted to make such corrections or interpretations as may 41 be deemed necessary for fulfillment of the intent of the Contract Documents. 42 43 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 44 45 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 46 the site which have been utilized by City in preparation of the Contract Documents. 47 The logs of Soil Borings, if any, on the plans are for general information only. 48 Neither the City nor the Engineer guarantee that the data shown is representative of 49 conditions which actually exist. 50 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised August 21.'_'015 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.2. those drawings of physical conditions in or relating to existing surface and 2 subsurface structures (except Underground Facilities)which are at or contiguous to 3 the site that have been utilized by City in preparation of the Contract Documents. 4 5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 6 on request. Those reports and drawings may not be part of the Contract 7 Documents, but the "technical data" contained therein upon which Bidder is entitled 8 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 10 responsible for any interpretation or conclusion drawn from any "technical data" or 1 I any other data, interpretations, opinions or information. 12 13 4.3.The Submission of a Bid will constitute an incontrovertible representation by Bidder(1) 14 that Bidder has complied with every requirement of this Paragraph 4, (ii)that without 15 exception the Bid is premised upon performing and furnishing the Work required by the 16 Contract Documents and applying the specific means, methods, techniques, sequences or 17 procedures of construction (if any) that may be shown or indicated or expressly required 18 by the Contract Documents, (iii) that Bidder has given City written notice of all 19 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 20 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 21 etc., have not been resolved through the interpretations by City as described in 22 Paragraph 6., and (iv) that the Contract Documents are generally Sufficient to indicate 23 and convey understanding of all terms and conditions for performing and furnishing the 24 Work. 25 26 4.4.The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 27 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 28 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 29 Documents. 30 31 5. Availability of Lands for Work, Etc. 32 33 5.1.The lands upon which the Work is to be performed, rights-of-way and easements for 34 access thereto and other lands designated for use by Contractor in performing the Work 35 are identified in the Contract Documents. All additional lands and access thereto 36 required for temporary construction facilities, construction equipment or storage of 37 materials and equipment to be incorporated in the Work are to be obtained and paid for 38 by Contractor. Easements for permanent structures or permanent changes in existing 39 facilities are to be obtained and paid for by City unless otherwise provided in the 40 Contract Documents. 41 42 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 43 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 44 of-way, easements, and/or permits are not obtained,the City reserves the right to cancel 45 the award of contract at any time before the Bidder begins any construction work on the 46 project. 47 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised August 21.2015 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 2 way, easements, and/or permits,and shall submit a schedule to the City of how 3 construction will proceed in the other areas of the project that do not require permits 4 and/or easements. 5 6 6. Interpretations and Addenda 7 8 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 9 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 10 received after this day may not be responded to. Interpretations or clarifications 11 considered necessary by City in response to such questions will be issued by Addenda 12 delivered to all parties recorded by City as having received the Bidding Documents. 13 Only questions answered by formal written Addenda will be binding. Oral and other 14 interpretations or clarifications will be without legal effect. 15 16 Address questions to: 17 18 City of Fort Worth 19 1000 Throckmorton Street 20 Fort Worth,TX 76102 21 Attn: Mitch Aiton, PE—Transportation/Public Works Department 22 Fax: 817-392-6543 23 Email: Mitchell.aiton@fortworthtexas.gov 24 Phone: 817-392-6591 25 26 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 27 City. 28 29 6.3.Addenda Or clarifications may be nncted via Buzzsaw at 30 <https://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure Projects102161 - 31 Blue Mound Rd- US 287 to Willow Springs/Bid Documents Package>. 32 33 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 34 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 35 Project. Bidders are encouraged to attend and participate in the conference. City will 36 transmit to all prospective Bidders of record such Addenda as City considers necessary 37 in response to questions arising at the conference. Oral statements may not be relied 38 upon and will not be binding or legally effective. 39 40 7. Bid Security 41 42 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 43 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 44 the requirements of Paragraphs 5.01 of the General Conditions. 45 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised August 21,2015 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which, or the dates by which, Milestones are to be achieved in 1 1 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or-Equal" Items 19 The Contract, if awarded,will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or"or-equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or"or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 27 28 11. Subcontractors, Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended), the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts. A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate. The Forms including documentation must be received 37 by the City no later than 2:00 P.M. CST, on the second business days after the bid 38 opening date.The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 48 obtained from the City. 49 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPFC'IFICATION DOCUMENTS City Project No.02161 Revised August 21.2015 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.l l. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 46 envelope, marked with the City Project Number, Project title, the name and address of 47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system, the sealed envelope shall be enclosed in a separate 49 envelope with the notation"BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPEC'IF'ICATION DOCUMENTS City Project No.02161 Revised August 21.2015 0021 13-`i INSTRUCTIONS TO BIDDF,RS Page 9 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 8 are opened and publicly read aloud, the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City, be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates (if any) will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder, whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive infonnalities not involving price, contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders, Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH Blue%f found Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised August 21,2015 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 1 172. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs, maintenance requirements, performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 1 1 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization,work of a value not less than 17 3511'0 of the value embraced on the Contract, unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded, City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised August 21.2015 00 35 13 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of Fort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIQ Form) and/or a Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) pursuant to state law. You are urged to consult with counsel regarding the applicability of these forms to your company. The referenced forms may be downloaded from the links provided below. htti)://www.ethics.state.tx.us/forms/ClQ.pdf http://www.ethics.state.tx.us/forms/CIS.pdf ❑ CIQ Form does not apply R] CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: McClendon Construction Company, Inc By: Dan lendon PO Box 999 Signature: Burleson, TX 76097 Title: President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook 0041 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Blue Mound Road and Willow Springs Road City Project No.: 02161 Units/Sections: Unit I Water Improvements Unit II Paving and Drainage Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt,fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels, or(c)to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders,with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook 0041 00 BID FORM Page 2 of 3 d. "coercive practice"means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) b. Roadway and Pedestrian Lighting c. Water Distribution, Urban and Renewal, 12-inch diameter and smaller d. Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 550 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work{and/or achievement of Milestones}within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms(optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook 0041 00 BID FORM Page 3 of 3 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Bid $7,196,520.75 7. Bid Submittal This Bid is submitted on 08/30/2018 by the entity named below. Respectt y su miffed, Receipt is acknowledged of the following Addenda: Initial By: �4 Addendum No. 1: DM (Signature) Addendum No. 2: DM Addendum No. 3: Dan McClendon Addendum No. 4: (Printed Name) Title: President Company: McClendon Construction Company, Inc Corporate Seal: Address: PO Box 999 Burleson, TX 76097 State of Incorporation: Texas Email:: dan mcclendonconstruction.com Phone: 817/295-0066 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook West, Jennifer From: Dan McClendon <dan@mcclendonconstruction.com> Sent: Monday, October 8, 2018 4:32 PM To: West,Jennifer Subject: RE: CO2161, Blue Mound Road and Willow Springs Road Jennifer: The correct total amount of bid is the number reflected on the Proposal Form, which is the correct extension of the unit prices times the number of units of each bid item. I think the other total must have been a result of a last-minute change in which we reprinted the Proposal Form and included it in our submittal but didn't replace the Bid Form. The electronic copy of the Bid Form Section 6 that I kept in my files has the correct amount of$7,215,420.75. Dan From: West,Jennifer [mailto:Jennifer.West@forlworthtexas.gov] Sent: Monday, October 08, 2018 3:58 PM To: dan@mcclendonconstruction.com Cc: TPW Contracts; Alton, Mitch Subject: CO2161, Blue Mound Road and Willow Springs Road Dear Mr. McClendon, I have reviewed the preliminary contracts for the Blue Mound Road and Willow Springs Road project. There is a .26% discrepancy between the Bid Form (00 41 00)total bid amount and the Proposal Form Unit Price (00 42 43)total bid amount. The total bid amount listed in Section 6 of the Bid Form (00 41 00) is$7,196,520.75 while the total bid amount on the Proposal Form is$7,215,420.75. 1 have attached a copy of the bid documents for your reference. Please confirm the total bid amount that should be reflected in Section 6 of the Bid Form (00 4100). You may confirm the total bid amount by replying to this email. If you have any questions, please don't hesitate to contact me. Thank.you. Jennifer West Capital Delivery Contract Coordinator Transportation and Public Works 200 Texas Street Fort Worth, Texas 76102 817.392.7233 Phone 817.392.8092 Fax Jennifer.West;atfortworthtexas.aov City of Fort Worth— Working together to build a strong community. FORT WORTH , 004243 BID PROPOSAL P.W l d3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlia Item Specification Unit of No. Desmptiom Section No. Measure Bid Quantity Unit Price Bid Value Unit I Water and Sanitary Sewer ImarovemeMs 1 0171.0101 Construction Staling(Entire Project) 01 71 23 LS 1 $61,750.00 $61,750.00 2 0171.0102 As-Built Survey(Entire Project) 01 7123 LS 1 $12,000.00 $12,000.00 3 0241.1510 Salvage Fite Hydrant 33 1240 EA 3 $1,0.00.00 $3,000.00 - --------- -- -- -- ...-- - -- --- ---- -- 1 - - -- - - - --------- 4 3305.0109 Trench Safety 33 05 10 LF 91 $5.00 $455.00 5 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 6 $1,500.00 $9,000.00 6 3305.0106 Manhole Adjustment,Major 33 05 14 EA 2 $1,600.00 $3,200.00 7 3305.0107 Manhole Adjustment,Minor 33 05 14 EA 2 $350.00 $700.00 8 3305.0110 Utility Markers 33 05 26 LS 1 $650.00 $650.00 9 3305.0111 Valve Box Adjustment 33 05 14 EA 6 $300.00 $1,800.00 10 3305.0112 Concrete Collar 33 05 17 EA 2 $450.00 $900.00 11 3311.0001 Ductile Iron Water Fittings wl Restraint 33 11 11 TON 0.25 $_6,240.00 $1,560.00 12 3311.0164 6"PVC(DR-14)Water Pipe,CLSM Backfill 3311 12 LF 91 $191.00 $17,381.00 13 3312.0001 Fire Hydrant 133 12 40 E4 3 $5,250.00 $15,750.00 14 3312.0117 Contraction to Existing 4"-12"Water Main 133 12 25 EA 3 $1,750.00 $5,250.00 15 3312.3002 8"Gate Valve 33 12 20 EA 1 $1,300.00 $1,300.00 Unit lt Paving and Drainage hMREgyffNntt 16 3125.0101 SWPPP 2 1 acre 31 25 00 LS 1 $49,500.00 $49,500.00 17 3471.0001 Traffic Control 34 71 13 MO 18 $7,550.00 $135,900.00 18 0241.0100 Remove Sidewalk 0241 13 SF 1,827 $0.50 $913.50 19 0241.0500 Remove Fence0241 13 LF 9.66 $1.00 $966.00 20 0241.0900 Remove Misc Conc Structure 02 41 13 LS 1 $250.00 $250.00 21 0241.1000 Remove Conc Pvmt 0241 15 SY 1,145 $7.50 $8,587.50 22 0241.1100 Remove Asphalt Pvmt 0241 15 SY 17,686 $7.00 $123,802.00 23 0241.1300 Remove Conc CurbBGutter 0241 15 LF 482 $2.50 $1,205.00 24 9999.0001 Remove 12"Storm Line 0241 14 LF 45 $10.50 $472.50 25 0241.3013 Remove 18"Storm Line 0241 14 LF 120 $11.50 $1,380.00 26 0241.3015 Remove 24"Storm Line 0241 14 LF 60 $18.00 $1,080.00 27 0241.3017 Remove 30"Storm Line 0241 14 LF 350 $22.00 $7,700.00 28 0241.3106 30"Storm Abandonment Plug - 02 41 14 - E4 1 $450.00 - $450.00 29 0241.3201 Remove Storm Sewer Box 0241 14 LF 122 $28.50 $3,477.00 30 0241.3401 Remove 4'Storm Junction Box 0241 14 E4 1 $750.00 $750.00 31 0241.4201 Remove 4'Drop Inlet 0241 14 EA 2 $400.00 $800.00 32 0241.4401 Remove HeadwalVSET 0241 14 EA 6 $250.00 $1,500.00 33 3110.0101 Site Clearing 311000 LS 1 $112,850.00 $112,850.00 34 3110.0102 6"-12"Tree Removal 31 1000 EA 7 $500.00 $3,500.00 35 3123.0101 Unclassified Excavation by Plan 31 23 16 CY 32,700 $16.00 $523,200.00 36 3124.0101 Embankment by Plan 31 24 00 Cy 1,500 $8.00 $12,000.00 37 3211.0113 8"Flexible Base,Type A,GR-1 32 11 23 SY 35,425 $19.50 .$690,787.50 38 3212.0302 2"Asphalt Pvmt Type D-Install/Remove Temporary Roadway 32 12 16 SY 1,900 $27.00 $51,300.00 -- - - - - - - - ---- -- - -- --- ----- -- - - - - - - --- - -- --- - -- 39 3212.0401 HMAC Transition 32 12 16 TON 1,100 $118.50 $130,350.00 40 3211.0212 6"Flexible Base,Type B,GR-2-Install/Remove Temporary Roadway 32 12 16 TON 5,700 $15.00 $85,500.00 41 3213.0105 10"Conc Pvmt 32 13 13 SY 32,300 $59.00 $1,905,700.00 42 3213.0301 4"Conc Sidewalk 32 13 20 SY 9,010 $38.00 $342,380.00 43 3213.0504 Barrier Free Ramp,Type M-2 32 13 20 EA 16 $2,300.00 $36,800.00 44 3213.0506 Barrier Free Ramp,Type P-1 32 13 20 EA 8 _ $1,950.00 $15,600.00 45 3213.0510 Barrier Free Ramp,Type C-3 32 13 20 EA 12 $2,600.001 $31,200.00 CITY OF FORT WORTH STANDARD CONSIRUMON SPECIFICATION DOCUMENTS Fang Rwi 420120/20 Copy of 00 41 00-00 43 13 00 42 43_0114337_0045 12 00 35 13_Bid PiWmI Wakbmk 00 42 43 BID PROPOSAL Par 2d3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Description Specification Unit ur No. Bid Quantity Unit Price Bid Value NSection No. Measure 46 9999.0002 Raised Crosswalk 32 13 20 EA 20 $5,650.00 $113,000.00 47 9999.0003 Mountable Curb 32 16 13 LF 1,250 $8.00 $10,000.00 48 3231.0213 Wire Mesh Fence,Metal Posts 32 31 26 LF 400 $28.00 $11,200.00 49 3291.0100 Topsoil(6") 3291 19 CY 4,600 $20.00 $92,000.00 50 3292.0100 Block Sod Placement 32 92 13 SY 25,700 $4.00 $102,800.00 51 3-2-92.6466-�§aeding,Hydromulch 32 92 13 SY 1,700 $3.50 $5,950.00 52 3305.0108 Miscellaneous Structure Adjustment-Willow Springs STA 31+61 33 05 14 EA 1 $5,950.00 $5,950.00 - - ---- --- - -- ----- ------ --- -- ---- - -- --------- ----- ------ - --- ------ -- -- -- 53 3441.3501 Salvage Street Light Pole 34 41 20 EA 3 $450.00 $1,350.00 54 3441.4108 Remove Sign Panel and Post 34 41 30 EA 14 $1_00.00 $1,400.00 55 9999.0004 Stamped Concrete 32 13 16 SF _ 1_0_,164 $_14.00 $142,296.00 56 3346.0007 4"Pipe Underdrain,Type 7 334600 LF 605 $_9.5_0 _$5,7_4_7_.50 57 3217.0001 4"SLD Pvmt Marking HAS(W) 32 17 23 LF 1,625 $1.00 $1,625.00 58 3217.0001 4"BRK Pvmt Marking HAS(W)(10-FT LINE,30-FT GAP) 32 17 23 LF 1,845 $1.00 $1,845.00 59 3217.0002 4"SLD Pvmt Marking HAS(Y) 32 17 23 LF 850 $1.00 $850.00 60 3217.0201 8"SLD Pvmt Marking HAS(W) 32 17 23 LF 1,305 $2.00 $2,610.00 61 3217.0202 8"SLD Pvmt Marking HAS(Y) 32 17 23 LF 110 $2.00 $220.00 62 9999.0009 8"BRK Pvmt Marking HAS(W),3-FT LINE,3-FT GAP 32 17 23 LF 615 $_3.2_5 $1,998.75 63 9999.0010 8"BRK Pvmt Marking HAS(W),3-FT LINE,9-FT GAP 32 17 23 LF 100 $3.25 $325.00 64 9999.0011 18"BRK Pvmt Marking HAE(W),2-FT LINE,2-FT GAP 32 17 23 LF 220 $6.25 $1,375.00 65 3217.0501 24"SLD Pvmt Marking HAE(W) 32 17 23 LF 1,170 7.20 $8,424.00 I 66 3217.1002 Lane Legend Arrow 32 17 23 EA 8 215.00 $1,720.00 ----67-- -- -- - - -- - -- - -3-2-1-7 23--- - E--A- - - -25 3-4-0-.-6-0-- -------- -00-. ' 3217.1003 Lane Legend DBL Arrow $8,5 .00 ' 68 9999.0012 Crosswalk A321723--- - pproach EA 33 500.00 $16,500:00 69 3217.2102 REFL Raised Marker TY I-C 32 17 23 EA 5 4.00 $20.00 70 3217.2103 REFL Raised Marker TY 11-A-A 32 17 23 EA 83 4.00 $332.00 71 3217.2104 REFL Raised Marker TY II-C-R 32 17 23 EA 176 4.00 $_70_4.00 72 3441.1611 Furnish/Install Type 41 Signal Pole 34 41 10 EA 5 3,800.00 $19,000.00 73 3441.1613 Furnish/Install Type 43 Signal Pole 3441 10 EA 2 4,400.00 $8,800.00 _7_4 3441.1623 Fumish/Install Mast Ann.16'-36' 3441 10 EA 5 2,350.00 $11,750.00 75 3441.1624 Fumish/lnslall Mast Arm 40'-48' 3441 10 EA 2 2,700.00 $5,400.00 76 3441.1703 TY 3 Signal Foundation 3441 10 E4 5 2,750.00 $13,750.00 77 3441.1704 TY 4 Signal Foundation 3441 10 EA 2 3,700.00 $7,400.00 78 3441.1841 RRFB Assembly Single Sided(Solar) 34 41 10__ EA _ 38 7,95_0.00 __$302,100.00 79 3441.4003 Fumish/InsfaN Alum Sign Gnwnd Mount City Std. --3-4-4-l'- 30 E4 58 520.00 $30,160.00 80 3123.0101 Unclassified Excavation by Pian(Channel) 31 23 16 CY 1,450 16.00 $23,200.00 81 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 2 1,500.00 $3,000.00 82 3305.0112 Concrete Collar 33 05 17 EA 3 650.00 $1,950.00 83 3341.0201 21"RCP,Class 111 33-41110 LF 1,372 104.00 $142,688.00 84 3341.0205 24"RCP,Class III 3341 10 LF 1,955 114.00 $222,870.00 - - -- - - -- - ---- - - - - - - -- - - - --- -- 85 3341.0302 30"RCP,Class 111 3341 10 LF 199 131.00 $26,069.00 86 3341.1202 5x4 Box Culvert 3441 10 LF 836 319.00 $266,68400 87 3341.1303 6x4 Box Culvert 3541 10 LF 585 383.00 $224,055.00 88 9999.0014 5x2 Box Culvert 3341 10 LF 32 405.00 $12,960.00 89 3349.0001 4'Storm Junction Box 33 49 10 E4 4 3,959.001 $15,800.00 90 3349.0003 6'Storm Junction Box 33 49 10 E4 2 14,250.00 $28,500.00 91 3349.0104 4'Stacked Manhole 33 49 10 EA 3 2,650.00 $7,950.00 92 3349.5001 10'Curb Inlet 33 49 20 EA 1 4,000001 $4,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECB•'ICATION DOCUMENTS Far Remind 20120120 Copy 400 41 00_00 43 13 0042 43_00 43 37_00 45 12_00 35 13_W Pmpml Wukbook 00 42 43 BID PROPOSAL P.r 3.3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Quantity unit price Bid Value No. Section No. Measure 93 3349.5002 15!Curb Inlet 33 49 20 EA 1 5,30000 $5,300.00 94 3349,5003 20'Curb Inlet 33 49 20 EA 1 6,500.00 $6,500.00 95 3349.6001 10'Recessed Inlet 33 49 20 EA 5 4,350.00 $21,750.00 96 3349,6002 15'Recessed Inlet 33 49 20 EA 4 5,750.00 $23,000.00 97 3349.6003 20'Recessed Inlet 34 49 20 EA 7 $7,100.00 $49,700.00 98 3349,4104 21"SET,1 pipe 33 49 40 EA 1 $2,300.00 $2,300.00 99 3349.4105 24"SET,1 pipe 33 49 40 EA 1 $2,550.00 $2,550.00 100 3137.0101 Concrete Riprap(6"Thick) 31 37 00 SY 1,013 $85.00 $86,105.00 101 9999.0015 SET(SW-0) TxDOT 467 EA 1 $8,850,00 $8,850.00 102 9999.0017 Turf Reinforcement Mat TxDOT 169 SY 105 $33,00 $3,465.00 103 3305.0109 Trench Safety 33 05 10 LF 4,979 $1,00 $4,979.00 1-04 9999.001 a-Guardrail TxDOT 540 L-F 200 $_26.50 $5,300.00 105 9999.0019 Guardrail Downstream Anchor Terminal TxDOT 544 EA 1 $2,000.00 $2,000.00 106 9999.0020 Single Guardrail Terminal TxDOT 545 EA 2 $3,850.00 $7,700.00 107 2605.3011 2"CONDT PVC SCH 40(T) 26 05 33 LF 6,001 $9.50 $57,009.50 108 3441.1411 NO 12 Insulated Elec Condr 34 41 10 LF 6,400 $0.55 $3,520.00 -1109- 3441.1416 NO 1-2-Bare-Elec-Condr 34 4110 LF2,600 --$0.55 $1,430.00 110 3441.1502 Ground Box,Small,w/Lid Apron 34 41 10 EA 24 $600.00 $14,400.00 ill 3441.3003 Rdwy Illum Assmbly TY 18,18A,19,and D-40 34 41 20 EA 36 $1,975.00 $71,100.00 112 3441.3201 LED Lighting Fixture* 34 41 20 EA 59 $500.00 $29,500.00 113 3441.3302 Rdwy Iflurn Foundation TY 3,5,6,and 8 34 41 20 EA 36 $1,375.00 $49,500.00 114 3441.3404 2-2-2-4 Quadplex Alum Elec Conductor 34 41 20 LF 5,679 $3.00 $17,037.00 115 2605.0111 ELEC SERV PED 26 05 00 EA 2 $5,500.00 $11,000.00 *Item is subsklary to Rdwy Ilium Assm* 5,679 116 9999.0021 Miscellaneous Construction Force Account 00 73 00 EA 300,000 $1.00 $300,000.00 1 117 19999.0022 Schedule Incentive 1005243 1 EA 1 501 $2,000.00 $100,000.001 Bid Summary 7a1a1 Hii :7 .76 END OF SEMON CITY OF FORT WORTH STANDARD CONSURLCTION SPKIFICATION DOCUMENTS F-R-id 20120120 Cagy d004100-00430004243004337004512_00 35 13 Hid Ppud Wkhok BID BOND Conforms with The American Institute of Architects,A.I.A.Document No.A-310 KNOW ALL BY THESE PRESENTS,That we, McClendon Construction Company, Inc. 548 Memorial Plaza, Burleson, Texas 76024 as Principal,hereinafter called the Principal, and the Merchants Bonding Company [Mutual] of 101 E. Park Blvd., #600, Plano, TX 75074 a corporation duly organized under the laws of the State of Iowa ,as Surety,hereinafter called the Surety,are held and firmly bound unto City of Fort Worth as Obligee,hereinafter called the Obligee, in the sum of *** FIVE PERCENT OF TOTAL AMOUNT BID*** Dollars( 5%TAB ) ,for the payment of which sum well and truly to be made,the said Principal and the said Surety,bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for Construction of Blue Mound Road A Willow Springs Road NOW,THEREFORE,if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof,or in the event.of the failure of the Principal.to enter such Contract and give such bond or bonds,if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect. Signed and sealed this 30th day of August -2018 MaGlpndon Construction Company, Inc. (Seal) Principal Witness Title Merc, nts Bondin any[Mutual] Witness By e ty J. 6eh Attorney-in-Fact MERCHANTS ®% 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, Betty J Reeh;Bryan K Moore;Gary Wayne Wheatley;Michael D Hendrickson 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 Attomey-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 5th day of April 2017 ��•.uiu..ea. ee.-.se `tPO�e p �QQ9 q , MERCHANTS BONDING COMPANY(MUTUAL) MERCHANTS NATIONAL BONDING,INC. :? •co .r--:2 v'. 2003 ;`4); y 1933 �"c e By •,��. .........:���. .6d�y -�• \1d.• President STATE OF IOWA �e.eeje' �.t+�'` e e•••e• COUNTY OF DALLAS ss. On this this 5th 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. 141PR1A4 S ALICIA K.GRAM o v Commission Number 767430 Z 7 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. �������� n In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 3cAday of HuGj�15� Sa• ♦•'1A�•�1o7q �A1 • C\kllCo p w' 20(}3 •y 1933 �•c° Secretary .�ry••�•••:�?, •.qty:� �t�.a POA 0018 (3/17) , •'e'"'°' '. f MERCHANTI_Isq'l� BONDING COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll-free telephone number for information or to make a complaint at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX (1/09) 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted 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 our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. F-1 BIDDER: McClendon Construction Company, Inc By: Dan McClendon PO Box 999 (Signature Burleson, TX 76097 Title: President Date: Q END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook 004511 - I BIDDERS PREQUALIFICATIONS Page I of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxl2ermit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financia!Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised July 1,2011 0045 11 -2 BIDDERS PREQUALiFiCATiONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1)express an unqualified opinion, or(2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital =current assets—current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None"or"N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITYOF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised July I,2011 004511 .3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 8 END OF SECTION 9 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised July I,2011 00 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Concrete Paving Construction/Reconstruction McClendon Const Co Inc c� (15,000 square yards and GREATER) Roadway and Pedestrian Bean Electrical 310 -11r-1� Lighting Water Distribution, Urban and Renewal, 12-inch diameter Venus Construction �I3 illLl' and smaller Asphalt Paving Construction/Reconstruction Peachtree Construction 1 l d (LESS THAN 15,000 square yards) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: McClendon Construction Company, Incy: an McClendon PO Box 999 (Signature) Burleson, TX 76097 Title: President Date: '0 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Copy of 00 410000 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No.02161. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: /� CO11 Nt `Cl. � y �-� 12 McClendon Construction Comgany, Inc. By: Q 13 Company ease Print) 14 15 PO Box 999 Signature: D2LZ-1 16 Address 17 18 Burleson,TX 76097 Title: ui 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME,the undersigned authority, on this day personally appeared 27 �) an b��P_n Q() , known to me to be the person whose name is 28 subscribed to the foregoing instrument, andcknovledged to me that he/she executed the 29 same as the act and deed of m('��p��p(� fX1 �lsConCO�iicfor the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this .rte day of 33 201g. LC-�'[Z e�(� 201g. 34 35 -- �����pYPV�ii MISTY WEBS 36 L 37 ' <,,Notary Public,State of Texas �U�.*'* Comm.Expires 01-09-2022 Notary PiMic in and for the State of Texas 38 '%'F of :` o . Notary ID 126836467 39 END OF SECTION 40 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised July 1,2011 004540-1 Minority Business Enterprise Specifications Page 1 of 3 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 5 applicable. 6 7 POLICY STATEMENT 8 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 9 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 10 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 11 12 MBE PROJECT GOALS 13 The City's MBE goal on this project is 25%of the total bid value of the contract(Base bid applies to Parks 14 and Community Services). 15 16 Note: If both MBE and SBE subcontracting goals are established for this project,then an Offeror must 17 submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 18 19 COMPLIANCE TO BID SPECIFICATIONS 20 On City contracts$50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 21 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 22 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 23 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 24 3. Good Faith Effort documentation,or; 25 4. Prime Waiver documentation. 26 27 SUBMITTAL OF REQUIRED DOCUMENTATION 28 The applicable documents must be received by the Purchasing Division, within the following times 29 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall 30 deliver the MBE documentation in person to the appropriate employee of the purchasing division and 31 obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation In 32 the time allocated. A faxed and/or emailed copy will not be accepted_ CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised June 9,2015 004540-2 Minority Business Enterprise Specifications Page 2 of 3 1 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City goal is met or exceeded: business 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 Subcontractor Utilization Form, if business day after the bid opening date, exclusive of the bid participation is less than stated goal: opening date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City Subcontractor Utilization Form, if no business day after the bid opening date, exclusive of the bid MBE participation: opening date. 4. Prime Contractor Waiver Form, if received no later than 2:00 p.m., on the second City you will perform all business day after the bid opening date, exclusive of the bid contracting/supplier work: opening date. 2 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised June 9,2015 004540-3 Minority Business Enterprise Specifications Page 3 of 3 1 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City exceeded. business day after the bid opening date, exclusive of the bid opening date. 2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN 3 THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 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 5 DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN 6 7 Any Questions, Please Contact The M/WBE Office at (817) 212-2674. 8 END OF SECTION 9 10 11 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised June 9,2015 005'_43-1 Agreement Page I of 6 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on 10A3 AJ/P is made by and between the City of Fort 5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 6 ("City"), and McClendon Construction Company, Inc., authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK I 1 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Blue Mound Road and Willow Springs 17 City Project No. 02161 18 Article 3. CONTRACT PRICE 19 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount, in current funds, of Seven Million, Two Hundred Fifteen Thousand, Four Hundred Twenty and 75/100 Dollars. ($7,215,420.75). 22 23 Article 4. CONTRACT TIME 24 4.1 Final Acceptance. 25 The Work will be complete for Final Acceptance within 550 days after the date when the 26 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 27 plus any extension thereof allowed in accordance with Article 12 of the General 28 Conditions. 29 A. Incentive 30 Incentive for timely completion of the Work shall be the Daily Value of $2,000 per 31 day. The Contractor will earn the Incentive for each Day that the Work is complete 32 prior to amount of days specified in the contract taking into account any additional time 33 extensions as documented in an approved Change Order. The Final Acceptance will be 34 the date determined by the City and as stated on the Letter of Completion. The 35 maximum number of Days for which the incentive may be paid is limited to 50 36 days. Any extension granted in a Change Order does not increase the potential 37 Incentive. Any Incentive payment earned by the Contractor shall be made at Final 38 Payment. 39 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.03161 Revised 11.15.17 005243-2 Agreement Page 2 of 6 40 4.2 Liquidated Damages 41 Contractor recognizes that tinie is of the essence for completion of Milestones, if any,and 42 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 43 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 44 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 45 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 46 instead of requiring any such proof, Contractor agrees that as liquidated damages for 47 delay (but not as a penalty), Contractor shall pay City One-thousand two-hundred and 48 fifty Dollars ($1,250.00) for each day that expires after the time specified in Paragraph 49 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. 50 Article 5. CONTRACT DOCUMENTS 51 5.1 CONTENTS: 52 A. The Contract Documents which comprise the entire agreement between City and 53 Contractor concerning the Work consist of the following: 54 1. This Agreement. 55 2. Attachments to this Agreement: 56 a. Bid Form 57 1) Proposal Form 58 2) Vendor Compliance to State Law Non-Resident Bidder 59 3) Prequalification Statement 60 4) State and Federal documents (prgject specific) 61 b. Current Prevailing Wage Rate Table 62 c. Insurance ACORD For n(s) 63 d. Payment Bond 64 e. Performance Bond 65 f. Maintenance Bond 66 g. Power of Attorney for the Bonds 67 h. Worker's Compensation Affidavit 68 1. MBE and/or SBE Utilization Form 69 3. General Conditions. 70 4. Supplementary Conditions. 71 5. Specifications specifically made a part of the Contract Documents by attachment 72 or, if not attached, as incorporated by reference and described in the Table of 73 Contents of the Project's Contract Documents. 74 6. Drawings. 75 7. Addenda. 76 8. Documentation submitted by Contractor prior to Notice of Award. 77 9. The following which may be delivered or issued after the Effective Date of the 78 Agreement and, if issued, become an incorporated part of the Contract Documents: 79 a. Notice to Proceed. 80 b. Field Orders. 81 c. Change Orders. 82 d. Letter of Final Acceptance. 83 84 85 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised 1 1.15.17 005243-3 Aereement Page 3 of 6 86 Article 6. INDEMNIFICATION 87 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 88 expense, the city, its officers,servants and employees,from and against any and all 89 claims arising out of, or alleged to arise out of,the work and services to be performed 90 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 91 under this contract. This indemnification provision is specifically intended to operate 92 and be effective even if it is alleged or 11roven that all or some of the damages being 93 sought were caused.in whole or in part. b any act,omission or negligence of the city. 94 This indemnity provision is intended to include, without limitation, indemnity for 95 costs, expenses and legal fees incurred by the city in defending against such claims and 96 causes of actions. 97 98 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 99 the city, its officers, servants and employees,from and against any and all loss,damage 100 or destruction of property of the city, arising out of, or alleged to arise out of, the work 101 and services to be performed by the contractor, its officers, agents, employees, 102 subcontractors, licensees or invitees under this contract. This indemnification 103 ision is specifically intended to operate and he effective even if it is alleged or 104 proven that all or some of the damages being sought were caused.in whole or in part. 105 by any act.omission or negligence of the city. 106 107 Article 7. MISCELLANEOUS 108 7.1 Terms. 109 Terms used in this Agreement which are defined in Article I of the General Conditions will 110 have the meanings indicated in the General Conditions. 111 7.2 Assignment of Contract. 112 This Agreement, including all of the Contract Documents may not be assigned by the 113 Contractor without the advanced express written consent of the City. 114 7.3 Successors and Assigns. 115 City and Contractor each binds itself, its partners, successors, assigns and legal 116 representatives to the other party hereto, in respect to all covenants, agreements and 117 obligations contained in the Contract Documents. 118 7.4 Severability. 119 Any provision or part of the Contract Documents held to be unconstitutional, void or 120 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 121 remaining provisions shall continue to be valid and binding upon CITY and 122 CONTRACTOR. 123 7.5 Governing Law and Venue. 124 This Agreement, including all of the Contract Documents is performable in the State of 125 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 126 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS City Project No.02161 Revised 11.15.17 005243-4 Agreement Page 4 of 6 127 7.6 Authority to Sign. 128 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 129 than the duly authorized signatory of the Contractor. 130 131 7.7 Prohibition On Contracts With Companies Boycotting Israel. 132 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 133 Code,the City is prohibited from entering into a contract with a company for goods or 134 services unless the contract contains a written verification from the company that it:(I 135 does not boycott Israel; and(2) will not boycott Israel during the term of the contract. 136 The terms"boycott Israel"and"company" shall have the meanings ascribed to those terms 137 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 138 certifies that Contractor's signature provides written verification to the City that 139 Contractor: (1) does not boycott Israel;and(2) will not boycott Israel during the terns of 140 the contract. 141 142 7.8 Immigration Nationality Act. 143 Contractor shall verify the identity and employment eligibility of its employees who 144 perform work under this Agreement, including completing the Employment Eligibility 145 Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of 146 all I-9 forms and supporting eligibility documentation for each employee who performs 147 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 148 establish appropriate procedures and controls so that no services will be performed by any 149 Contractor employee who is not legally eligible to perform such services. 150 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 151 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 152 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 153 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 154 Contractor, shall have the right to immediately terminate this Agreement for violations of 155 this provision by Contractor. 156 157 7.9 No Third-Party Beneficiaries. 158 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 159 and there are no third-party beneficiaries. 160 161 7.10 No Cause of Action Against Engineer. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised H.15.17 005'_'43-5 Agreement Page 5 of 6 162 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 163 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 164 subcontractors, for any claim arising out of, in connection with, or resulting from the 165 engineering services performed. Only the City will be the beneficiary of any undertaking by 166 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 167 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 168 in any way responsible for those duties that belong to the City and/or the City's construction 169 contractors or other entities, and do not relieve the construction contractors or any other 170 entity of their obligations, duties, and responsibilities, including, but not limited to, all 171 construction methods, means, techniques, sequences, and procedures necessary for 172 coordinating and completing all portions of the construction work in accordance with the 173 Contract Documents and any health or safety precautions required by such construction 174 work. The Engineer and its personnel have no authority to exercise any control over any 175 construction contractor or other entity or their employees in connection with their work or 176 any health or safety precautions. 177 178 SIGNATURE PAGE TO FOLLOW 179 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised 1 1.15.17 00 52 43-6 Agreement Page 6 of6 180 181 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 182 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 183 Date"). 184 Contractor: McClendon Construction City Worth Company, Inc. Cc�- By: Susan Alanis By: Cw (&422?2� Assistant City Manager (Signature) Date �� a" �.:•••..... Attest: (Printed Name) City Secretary , Title: �Ap S//pv"- (Seat) `� .. �7LXAS Address: PO Box 999 M&C Date: 10-73-- ZU b Form 1295 No. 2C06- 31� (01 City/State/Zip: Burleson, TX 76097 Contract Compliance Manager: By signing, I acknowledge that I am the person 1(� %� responsible for the monitoring and Date administration of this contract, including C ing all performance an reporting requi ments. 'tch 'ton,P.E. r. Proje tManager Approved as to Form and Legality: ggiz, ouglas W. Black Assistant City Attorney 185 186 APAL RECOE ED: 187 188 189 Weve Vooke 190 INTERIM DIRECTOR, 191 Transportation and Public Works Department 192 LFF OR®�CITY OF FORT WORTH Blueid\\"illow Sppring Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS :CittiProj;eXslo. ?161 Revised 1 1.15.17 Bond Number TXC610859 0061 13-1 PERFORMANCE 13OND Page I of 2 I SECTION 00 61 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TA14RANT § 7 That we, McClendon Construction Company, Inc, known as"Principal"herein and 8 Merchants Bonding Company[Mutual] ,a corporate surety(sureties, if more than 9 one)duly authorized to do business in the State of Texas,known as"Surety"herein (whether one 10 or more), are held and firmly bound unto the City of Fort Worth,a municipal corporation created 11 pursuant to the laws of Texas, known as"City"herein,in the penal sum of,Seven Million.Two 12 hundred Fifteen Thousand,Four Ilundred Twenty and 75/100 Dollars($7,215,420.75), lawful 13 money of the United States,to be paid in Fort Worth,Tarrant County,Texas for the payment of 14 which sum well and truly to be made,we bind ourselves,our heirs,executors,administrators, 15 successors and assigns,jointly and severally, firmly by these presents. 16 WHEREAS, the Principal has entered into a certain written contract with the City 17 awarded the 23rd day of October. 2018, which Contract is hereby referred to and made a part 18 hereof for all purposes as if fully set forth herein,to furnish all materials,equipment labor and 19 other accessories defined by law, in the prosecution of the Work, including any Change Orders, 20 as provided for in said Contract designated as Blue Mound Road and Willow Springs Road. City 21 Project No. 02161. 22 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 23 shall faithfully perform it obligations under the Contract and shall in all respects duly and 24 faithfully perform the Work, including Change Orders,under the Contract,according to the plans, 25 specifications,and contract documents therein referred to,and as well during any period of 26 extension of the Contract that may be granted on the part of the City,then this obligation shall be 27 and become null and void,otherwise to remain in full force and effect. 28 PROVIDED FURTHER, that if any legal action be filed on this Bond,venue shall lie in 29 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 30 Worth Division. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1.2011 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 2 Texas Government Code,as amended,and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 1st day of 6 November ,2018 7 PRINCIPAL: 8 McClendon Construction Company.Inc. 9 10 11 BY 12 &Siggnat4u 13 ATTEST: s �nn Ir1cC1 enrn; c _ - 16 (Pr i SecretaryName and Title 17 18 Address: P.O. Box 999 19 Burleson,Texas 76097 20 21 22 Zfitn_cssaOPrin-cipal 23 SURETY: 24 Merch nts Bonding Coyripany [Mutual] 25 26 / 27 BY: 28 Sig tuw 29 30 Betty J. Ree ,Attorney-in-Fact 31 Name and Title 32 33 Address:PO Box 14498 34 Des Moines, IA 50306 35 36 _ 37 Wi s as to Surety Telephone Number: 210.697.2230 38 39 40 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July I,2011 Bond Number TXC610859 0061 14-1 PAYMENT 13OND Page I of 2 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, McClendon Construction Company, Inc, known as "Principal" herein, and 8 Merchants Bonding Company[Mutual] , a corporate surety 9 (sureties), duly authorized to do business in the State of Texas, known as "Surety' herein 10 (whether one or more), are held and Firmly bound unto the City of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of Seven Million, Two I lundred Fifteen Thousand, Four hundred Twenty and 75/100 13 Dollars ($7.2 15,420.75), lawful money of the United States, to be paid in Fort Worth, Tarrant 14 County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our 15 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City,awarded the 18 23rd day of October, 2018, 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 20 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and 21 designated as Blue Mound Road and Willow Springs Road. City Project No. 02161. 22 NOW, THEREFORE, TIIE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. 30 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 0061 14-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 1st day of 3 November ,2018 4 PRINCIPAL: McClendo Construction Company, Inc. ATTEST: BY: nature ban lencbn (Prcipal)Secretary Name and Title Address: PO Box 999 Burleson,TX 76097 AtAfesie—s&Gito Principal SURETY: Mercha is Bonding Co pang [Mutual] ATTEST: BY: ignatu Betty J. Reeh,Attorney-in-Fact (Surety) Secretary Name and Title Address: PO Box 14498 Des Moines, IA 50306 Wit ne s to Surety Telephone Number: 210.697.2230 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address,both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. I 1 ENI) OF SECTION 12 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1.2011 Bond Number TXC610859 0061 19-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OFTARRANT § 7 8 That we McClendon Construction Company, Inc,known as"Principal"herein and 9 Merchants Bonding Company [Mutual] ,a corporate surety(sureties, if more than 10 one)duly authorized to do business in the State of Texas, known as"Surety"herein(whether one I l or more),are held and firmly bound unto the City of Fort Worth,a municipal corporation created 12 pursuant to the laws of the State of Texas,known as"City"herein, in the sum of Seven Million, 13 Two l lundred Fifteen Thousand, Four I Iundred Twenty and 75/100 Dollars($7.215.420.75), 14 lawful money of the United States,to be paid in Fort Worth,Tarrant County,Texas, for payment 15 of which sum well and truly be made unto the City and its successors,we bind ourselves,our 16 heirs,executors,administrators,successors and assigns,jointly and severally, firmly by these 17 presents. 18 19 W"EREAS,the Principal has entered into a certain written contract with the City awarded 20 the 23rd day of October.20 8 which Contract is hereby referred to and a made part hereof for all 21 purposes as if fully set forth herein, to furnish all materials,equipment labor and other accessories 22 as defined by law, in the prosecution of the Work, including any Work resulting from a duly 23 authorized Change Order(collectively herein,the"Work")as provided for in said contract and 24 designated as Blue Mound Road and Willow Springs Road. City Project No. 02161, and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans,specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two(2)years 29 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 30 31 WH F.REAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1.2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 NOW T"FREFORE,the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City,to a completion 3 satisfactory to the City, then this obligation shall become null and void;otherwise to remain in 4 full force and effect. 5 6 PROV1 DED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond;and 10 1 I PROVIDED FURTHER, that if any legal action be filed on this Bond,venue shall lie in 12 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division;and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1.201 I 0061 19-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 1st day of November 3 , 2018 4 5 PRINCIPAL: 6 McClendon Construction Company,Inc. 7 8 9 BY 10 ignature 11 ATTEST: 12 ^w /► A L 13 an �l.�PnGlfY1 k _�;� �erfvT 14 ( cipal)Secretary Name and Title IS 16 Address: P.O. Box 999 17 Burleson,Texas 76097 18 19 20fitness to Principal 21 SURETY- 22 Mercha is Bonding an Mutuall 23 24 / 25 BY: 26 Signafre 27 28 Betty J. Reeh,Attorney-in-Fact 29 ATTES— Name and Title 30 31 SSo, Address: PO Box 14498 32 4Witnas Des Moines, IA 50306 33 34 35 to urety Telephone Number: 210.697.2230 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 ,qo .M-ERCHANTsq ` 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, Betty J Reeh;Bryan K Moore;Gary Wayne Wheatley;Michael D Hendrickson 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 soused 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 5th day of April 2017 '�•'''p0 '' : MERCHANTS BONDING COMPANY(MUTUAL) ��'(��LR9!`"Oy: :O�V��PD9gJ;9y; MERCHANTS NATIONAL BONDING,INC. v=. 2003 1933 c: By • .•may. ��.� •• \1 President STATE OF IOWA ,•��""'•"`'��+ •�'••'•• COUNTY OF DALLAS ss. On this this 5th 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. �PR4a�s ALICIA K.GRAM o v Commission Number 767430 z My Commission Expires r 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. CC+ a In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this`J day of 0 N4 2003 2� �a 1933 :c Secretary •d' �.: yid. •;;��.� POA 0018 (3/17) ME .CHANT _7�k BONDING COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll-free telephone number for information or to make a complaint at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: hftp://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX(1/09) '4 CERTIFICATE OF LIABILITY INSURANCE DATE,MM,DD,YYYY' 11/01/2018 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 INSURER(S), 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 ri hts to the certificate holder in lieu of such endorsements. PRODUCER CONTACT FEDERATED MUTUAL INSURANCE COMPANY NAME: I NT CONTACT NTER HOME OFFICE: P.O.BOX 328 A/CNNo Ext):888-333-4949 A/C No):507-446-4664 OWATONNA,MN 55060 AIL ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 397-681-8 INSURER B:FEDERATED SERVICE INSURANCE COMPANY 28304 MCCLENDON CONSTRUCTION CO INC INSURER C: PO BOX 999 BURLESON,TX 76097 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:24 REVISION NUMBER:1 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 TYPE OF INSURANCE DL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS TR I YY YY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED $100,000 CLAIMS-MADE X OCCUR PREMISES(E. MED EXP(Any one person) $10,000 A Y Y 9239441 01/31/2018 01/31/2019 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY �JECT F]LOC PRODUCTS•COMPIOP AGO $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 a 'd n X ANY AUTO BODILY INJURY(Per person) A OWNED AUTOS ONLY SCHEDAUTOSULED Y Y 9239441 01/31/2018 01/31/2019 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED PROPERTY DAMAGE AUTOS ONLY P r a ci en X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $9,000,000 A EXCESS LIAR CLAIMS-MADE Y Y 9239442 01/31/2018 01/31/2019 AGGREGATE $9,000,000 DED I I RETENTION WORKERS COMPENSATION DTH - AND EMPLOYERS'LIABILITY Y/N X PER STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 B OFFICER/MEMBER EXCLUDED? EIN/A Y 9239443 01/31/2018 01/31/2019 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,000 D DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES( 101,Additional Remarks Schedule,may be attached if more space is required) SEE ATTACHED PAGE CERTIFICATE HOLDER CANCELLATION 397-681-8 24 1 CITY OF FORT WORTH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 200 TEXAS ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN FORT WORTH,TX 76102-6314 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 397-681-8 LOC#: ACORO® L ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMEDINSURED FEDERATED MUTUAL INSURANCE COMPANY MCCLENDON CONSTRUCTION CO INC POLICY NUMBER PO BOX 999 SEE CERTIFICATE#24.1 BURLESON,TX 76097 CARRIER NAIC CODE SEE CERTIFICATE#24.1 EFFECTIVE DATE:SEE CERTIFICATE#24.1 ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE PROJECT: CONSTRUCTION OF BLUE MOUND ROAD AND WILLOW SPRINGS ROAD, FORT WORTH TX. THE CERTIFICATE HOLDER IS AN ADDITIONAL INSURED SUBJECT TO THE CONDITIONS OF THE ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU ENDORSEMENT FOR GENERAL LIABILITY. THE CERTIFICATE HOLDER IS AN ADDITIONAL INSURED SUBJECT TO THE CONDITIONS OF THE ADDITIONAL INSURED BY CONTRACT ENDORSEMENT FOR BUSINESS AUTO LIABILITY. GENERAL LIABILITY CONTAINS A WAIVER OF SUBROGATION IN FAVOR OF THE CERTIFICATE HOLDER SUBJECT TO THE CONDITIONS OF THE BLANKET WAIVER OF TRANSFER OF RIGHTS OF RECOVERY ENDORSEMENT. BUSINESS AUTO LIABILITY CONTAINS A WAIVER OF SUBROGATION IN FAVOR OF THE CERTIFICATE HOLDER SUBJECT TO THE CONDITIONS OF THE BLANKET WAIVER OF TRANSFER OF RIGHTS OF RECOVERY ENDORSEMENT. WORKERS COMPENSATION CONTAINS A WAIVER OF SUBROGATION IN FAVOR OF THE CERTIFICATE HOLDER WHERE PERMITTED BY STATE STATUTE. GENERAL LIABILITY COVERAGE CONTAINS CG 25 03 DESIGNATED CONSTRUCTION GENERAL AGGREGATE LIMIT ENDORSEMENT APPLICABLE TO EACH CONSTRUCTION PROJECT AS REQUIRED BY WRITTEN CONTRACT OR WRITTEN AGREEMENT. COMMERCIAL UMBRELLA FOLLOWS FORM ACCORDING TO THE TERMS, CONDITIONS, AND ENDORSEMENTS FOUND IN THE COMMERCIAL UMBRELLA POLICY. FOR REASONS OTHER THAN NON-PAYMENT OF PREMIUM, 30 DAYS NOTICE WILL BE PROVIDED TO THE CERTIFICATE-HOLDER IN THE EVENT THAT THE ISSUING COMPANY CANCELS THE POLICY BEFORE THE EXPIRATION DATE OF THE POLICY. ACORD 101 (2008/01) C 2008 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD 3 y COMMERCIAL GENERAL LIA811-11Y CG 20 33 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, ADDITIONAL INSURED - OWNERS., LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement madifies insurance provided under the following'. COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section 11 - Who Is An Insured is amended to B. With respect to the insurance afforded to those include as an additional insured any person or additional insureds, thea follovAng additional organization for w1lom you are performing exclusions apply-, operations when you and such person or This insurance does not apply to: organization have agreed in writing in a contract 1, 'Bodily Injury'. 'property darnage" or or agreement that such person or organization be 'personal and advertising Injury' arising out added as an additional insured on your policy. ot! the rendering of, or the failure to render, Such person or organization is an additional insured only with respect to liability for 'bodily any professional architectural, engineering or injury", 'property damage' or 'personal and surveying services,including: Advertising injury reused,in whole or in part.,by: a. The preparing. approving, or failing to -pare or, -., pro approvs- -naps,shop drawings, 1. Your acts or oinissions;or Opt:n1uns. reports, surveys, field orders, Z Th*acts or omissions of those acting on your change orders or drawings and behalf; specifications;or in the perforniance of Your ongoing operations for b, Supervisory, inspection, architectural or the additional Insured. engineering activities, However, the insurance afforded to such This exclusion applies even if the claims against additional insured: any Insured allege negligence or other 1. Only applies to the extent rxormMod by law; wrongdoing In the supervision, hiring, and employment, training or monitoring of others by 2. Will not be, broader than that which you are that insured, if the 'occurrance'which cauaed t4* required by tho contract or agreement. to 'bodily Injury' or 'property damagel. or thiz., provide for such additional insured. offense which caused the 'personal and advertising Injury', involved the rendering a! or A person', or organization's status as an the failure to render any professional additional insured under this ondcraemetil ends architedurai,engineering or Surveying services. when your operations for Iffial additional insured are completed. ) Insurance Servicers Office.Inc.,2012 Page I*f2 W 20 33 0413 Policy Number: 9239441 Transaction Effective Date: N-28.2018 2, 'Bodily injury' or "property damage" C. With respect to the insurance afforded to these occurring after: additional insureds, the following I.-, added to a. All work, including materials, parts or Section III-Umilts Of Insurance. equipment furnished in connection with he most we will pay on behalf of the additional ,itich work, on the project (other than insured is the arr-ount of insurance., service, maintenance or repairs) to be 1. Required by the contract or agreement you performed by or on behalf or the additional have entered Into with the additional Insured, insured(s) at the location of the covered or operations has been compliMed,,or 2. Available tinder the applicable Limits of h, Thai portion d 'ycAir work' out of which Insuranco shown in the Declarations: the Injury or damage arises has been put to its intended use by any person or Whichever is less. organization other than another contractor TWA endorsement ment shall not increase the or subcontractor engaged in performing applicable Limits of Insurance shown in the operations for a principal as a part of the Declarations. same project. Page 2 of 2 C Insurance Services(Wfic*. inc,2012 M 20 33 0413 Nicy Number,9239441 Transaction Effective Date:M-28-2018 THIS ENDORSEMENT CHANGES THE POLICY,PLEASE READ IT CAREFULLY. ADDITIONAL INSURED BY CONTRACT ENDORSEMENT This endorsement modifies insurance provided under the following., BUSINESS AUTO COVERAGE PART With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. WHO IS AN INSURED for'bodily Injury'and'property damage*liability Is amended to include: Any person or organization other than a joint venture,for which you have agreed by written contract to procure bodily injury or property darnage 'auto' liability insurance arising out of operation of a covered auto*with your permission.However,this additional insurance does not apply to: (1) The owner or anyone else from whom you hire or borrow a covered 'auto".This exception does not apply if the covered'auto"is a"trailer'connected to a covered"auto'you own. (2) Your 'employee'if the covered 'auto* is owned by that 'employee' or a member of his or her household. (3) Someone using a covered 'auto' while he or she is working in a business of selling, servicing, repairing,parking or storing'autos'unless that business Is yours. (4) Anyone other than your 'employees", partners (if you are a partnership), members (if you are a limited liability company), or a lessee or borrower or any of their 'employees', while moving properly to or from a covered'auto". (5) A partner (if you are a partnership), or a member (if you are a limited liability company) for a covered*auto"owned by him or her or a member of his or her household. B. The coverage extended to any additional insured by this endorsement is limited to,and subject to all terms, conditions,and exclusions of the Coverage Part to which this endorsement is attached. In addition, coverage shall not exceed the terms and conditions that are required by the terms of the written agreement to add any insured,or to procure insurance. C. The limits of insurance applicable to such insurance shall be the lesser of the limits required by the agreement between the parties,or the limits provided by this policy. D. Additional exclusions. The insurance afforded to any person or organization as an insured under this endorsement does not apply: 1. To'loss'which occurs prior to the date of your contract with such person or organization; 2, To loss' arising out of the sole negligence of any person or organization that would not be an insured except for this endorsement. 3, To "loss"for any leased or rented "auto" when the lessor or his or her agent takes possession of the leased or rented "auto'or the policy period ends,whicbever occurs first. Includes copyrighted material of Insurance Services Office,Inc.with its permission. CA--F-127(03-03) Policy Number:9239441 Transaction Effective Date:10-08-2018 FEDERATED INSURANCE COMPANIES THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY, BLANKET WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifles insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTSICONIPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to Paragraph & Transfer Of Rights Of Recovery Against Others To Us of Section IV Comitionim. Wit waive any right of recovery we may have against any person or organizaTion because or payments we inake.for injury or darnage arWng out of your ongoing operations or'your work'done under a contract with that person or organization and included in the*producla-cornpieted operations hazard*,except when the payrnents result`rout the sole negligence of that person or organization.We waive 0116 right only when:you are required to do so by written contract or agreement with that person or organization, mcuted by you prior to the ork-urrence of any toss. Includes cc4iytighted material&Insoranm Services Office,[tic,with Its permission. CG-F-81 (04-13) Policy Number. Transaction Effe0ye Date:06-28-2018 EID t W.1 A i� ..".1 THIS ENDORSEMNT CHANGES THE POLICY, PLEASE READ IT CAREFULLY, BLANKET WAIVER OF TRANSFER OF RIGHTS OF RECOVERY This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. In the event of any payment for a loss Linder this Business Auto Coverage Part arising out of your ongoing operations,we agree to waive our rights under the TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US condition against any person or organization, its subsidiaries, directors, agents or employees, for which you have agreed by written contract, prior to the occurrence of any loss, to waive such rights, except when the payment results from the sole negligence of that parson or organization, its subsidiaries, directors, agents or employees. Includes copyrighted material of Insnranre,Services Office,Inc.with Its permission. CA-F-128(0:303) Policy Number:9239441 'Transaction Effective Date:1"8.2018 we WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement,effective on 01--31.2018 at 12:01 A.M, standard time,forms a part of Policy No, 9239443 Issued to MCCLENDON CONSTRUCTION CO INC Issued by FEDERATED SERVICE INSURANCE COMPANY Endorsement No. i Authorized Representative 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 i. [] specific waiver Name of person or organization: RX Blanket Waiver Any person or organization for whom the Named insured has agreed by written contract to furnish this waiver. 2, Operations; 3, Premium: The premium charge for this endorsement shall be 0 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included 0 Copyright 2014 National Council on Compensation Insurance, Inc.All Rights Reserved. WC 42 03 04 8(08.14) Issue Date. 03-06-2018 POLICY NUMBER:9239441 COMMERCIAL GENERAL LIABIL[TY CG 25 03 05 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided tinder the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE D"gnated Construction PrqJectW-. Each construction project as required by written contract or written agreement, h1orination required to complete this Schedule,it not shown above,wilt be shown in the Declarations, A. For all sums which the insured becomes legally 3. Any payments made under Coverage A for obligated to pay as damages mused by damages or under Coverage C for medical 'occurrences'under Section I-Coverage A.and for expenses shall reduce the Designated all medical expenses caused by accidents under Construction Project General Aggregate Limit Section I-Coverage C.which can be attributed only for that designated construction project. Such to ongoing operations at a single designated Payments shall not reduce the General construction project shown in the Schedule above: Aggregate Link shown in the Declarations nor 1. A separate Designated Construction Project shall they reduce any other Designated General Aggregate Limit applies to each Construction Project General Aggregate Limit designated construction project, and that limit for any other designated construction project is equal to the amount of the General shown in the Schedule above. Aggregate Unill shown in the Declarations. 4. The limits shown in the Declarations for Each Z The Designated Construction Project General Occurrence, Datnagle To Premises Rented To Aggregate Limit is the most we will pay for You and Medical Expense continue to apply, the sum of all damages under Coverage A, However, instead of being subject to the except damages because of'bodily injury'or General Aggregate Limit shown in the "properly damage" included In the 'products- Declarations,such limits will be subject to the completed operations hazard", and for applicable Designated Construction Project medical expenses under Coverage C General Aggregate Limit. regardless of the number of. a. Insureds-, b. Claims made or'suits*brought;or c- Persons or organizations making claims or bringing'suits'. 0 Insurance Services Office,Inc.,2008 Page I of 2 CG 25 03 05 09 Policy Number: 9239441 Transaction Effective Date:06--28--2018 I B, For all sums which the insured becomes legally C. �,Vhan coverage for liability arising out of the obligated to pay as damages caused by prod Licts-coin pleted operations hazard" is "occurrences" under- Section I - Coverage A, and provided. arty payments for damages because of for all medical expenses, caused by accidentm 'bodily injury' or 'property damage" included in under Section I - Coverage C, which cannot be the "products-cornpleted operations hazard' will attributed only to ongoing operations at a single reduce the Products-completed Operations designated crnstruction project shown in t" Aggregale Unilt, and not, reduce the General Schedule above.: Aggregale Urnit nor the Designated Construction 1. Any payments rnade under Cover-age A for Project Gerterai Aggregate Limit. dainagos or under Coverage 0 fvr cnchlicai D, 11 the applicable designated construction project expenses shall reduce the amount available has been abandoned, delayed, or abandoned and tinder the Gvrieral Aggregate Urnit or the then mstntled, or if the authorized contracting Prod ucts-compipted Operations Aggregate parties deviate from pians, blueprints, designs, Limit,whichever is applicable;and specifications or timetables, the project will still 2, Such payments shall not reduce any be deemed to be the same conalruction projW1, Designated Construction Project General E. The provisions of Section M- Limits 04: Insurance Aggregate Limit, not otherwise modified by this endorsement shall Continua to apply aastiptili-Apd. Page 2 of 2 0 Insurance Servicei,Office. ;nc,,,200 IM 25 03 05 00 Policy Number.9239441 Transaction Ffferl;va Date-06--28-2018 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fcbeuary2.2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology.......................................................................................................... I 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...............................................................................I........................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3 —Contract Documents: Intent, Amending, Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents................................................................. 10 3.05 Reuse of Documents................................................................................................................... 10 3.06 Electronic Data............................................................................................................................ 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:Febniaiy2,2016 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes ...........................................................................................................................................28 6.12 Use of Site and Other Areas .......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification .........................................................................................................................33 6.22 Delegation of Professional Design Services ..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article 7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article 8 -City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due ............................................................................................................................36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities .......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9 -City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager ............................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work ..................................................................................................38 9.04 Rejecting Defective Work ..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITNr OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felxnary2,2016 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 Claims Process.............................................................................................................40 Article 11 -Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12-Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 -Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments ......................................................................................................................52 14.03 Contractor's Warranty of Title ...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................56 14.09 Waiver of Claims........................................................................................................................57 Article 15 - Suspension of Work and Termination ........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article 16- Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwry2.2016 007200- 1 GENERAL CONDITIONS Page 1 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. I. 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 Jot- Payment The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Bu=aw–City's on-line, 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:Fcbnaiy2,2016 007200-1 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 Attornev – 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 money or services by a third party is not a Contract Claim. 19. 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. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2.2016 007200-1 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 Communio, Semites — 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 Wolk — 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:Febnuuy2.2016 007_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 1 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. Lai1s 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'A>vard--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 Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 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.Febaiuy2,20t6 007200- 1 GENERAL CONDITIONS Page 5 of 63 51. Project Sche(hile—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 Woi-king 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:Fcbftmty12016 00 72 00-1 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. Supplenientary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day—A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of'Certain Terins or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febrwry2,2016 007200-1 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: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents: or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2— PRELIMINARY MATTERS 2.01 Copies ofDocuments 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'NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 00 72 00-1 GENERAL CONDITIONS Page 8 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: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary, what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febn=y2,2016 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: 1. Contractor's Revieia7 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:FebnLwy2.2016 007200-1 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 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy 2.2016 007_'00-1 GENERAL CONDITIONS Page I I of 63 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 of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fcbmary2.2016 00 72 00-1 GENERAL CONDITIONS Page 13 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 Drmtings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fcbnary2,2016 007'_00-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or perfonning 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. Showa 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.- l. ndicated:1. if an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 00 72 00-1 GENERAL CONDITIONS Page W 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 Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwry2,2016 007200-1 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: (1) 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 fidlest extent permitted by Laivs 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 anvone for whonz 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 individuals or entity's otivn 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:Febnuuy2,2016 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:Fcbmary2.2016 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 minimilm 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 filll 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:Fcbaoy2,2016 00 72 00-1 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 Contractors Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febwary 2,2016 00 72 00-1 GENERAL CONDITIONS Page 19 of 63 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 Bands 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 constriction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision;Febnkuy 2,2016 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 perfonned during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication)to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 00 72 00-I 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 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnary2,2016 007200- 1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the filnction 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: l) 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:February 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. Citv>'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 6.05.13. 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 indemnib, and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attornel-s 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 6.05.13. 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. Contractors 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:Febnuvy2,2016 007200-1 GENERAL CONDITIONS Page 24 of 63 G. Cin, 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 6.06.0). 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:Febnww2.2016 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. Ditty 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. Penalt-v 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 qf' 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 31 st 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. CITE'OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnkuy2,2016 007200- 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 1 lth 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 La>vs and Regulations, Contractor shall indemnify and hold harmless Cit},,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 ant, infringement of patent rights or copyrights incident to the use in the performance of'the Work or resulting frown CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2.2016 00 72 00-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of anv invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for pen-nits 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. Citi, 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:Febnary2,2016 007200-1 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: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.htmI 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 007200-1 GENERAL CONDITIONS Page 29 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 indemnif) and hold harmless Cite,from and against all claims, costs, losses, and damages arising out of or relating to anv claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Pei formance 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 conforrn to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours atter written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety,and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felmkuy2,2016 007-100-1 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 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuuy 2,2016 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:Fe6n.=y2.2016 00 72 00-1 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: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warrant,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:Febnauy 2,2016 00 72 00-I 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 furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT A . . OR SOME. OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE. OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnia y 2,2016 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE V .N IF IT I ALLEGED OR PROVEN THAT A ,I. OR SOME. OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE. OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY, 6.22 Delegation of'Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febr ary2,2016 00 72 00-1 GENERAL CONDITIONS Paee 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:Febrwry2,2016 007-100-1 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: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor- Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuuy2,2016 007200-1 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 construction are set forth in the Contract Documents. The City's Project Manager for this Contract is < insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing department here>. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwy 2.2016 00 72 00- I 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 Determinations,for Work Pei formed 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 perfonned 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 2,2016 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthor-Led 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:Febr w y 2.2016 00 72 00-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. Cin,s Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice.- 1. otice: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. CIT)'OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuy2.2016 007'00-1 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 I I —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Costof'the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, 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 1 1.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fcbn=y2.2016 007200-I 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.l 1, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebrLoy2,2016 0071-00-1 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 1 1.01.A.1 or specifically covered by Paragraph 1 1.0I.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. Contiactof-'s Fee: When all the Work is perfonned 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 detennined 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 Allotil ances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuuy2.2016 007200-1 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. Contingence 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 2,2016 00 72 00-I GENERAL CONDITIONS Pale 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 Measiv-ernent A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuvy2,2016 007_'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 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (detennined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: I) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 1 1.01.A.4 and 1 1.0I.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:Febniary2,2016 0071-00- 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 (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 1 1.01.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 Charade of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felmaiy2,2016 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 tunes 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:Fcbnary 2,2016 007200- 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. 1. If it is found that the uncovered Work is defective, Contractor shall pay all clairns, 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:February 2,2016 00 72 00-1 GENERAL CONDITIONS Page 50 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 atter 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:Febwary 2,2016 007200-1 GENERAL CONDITIONS Page 5 1 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 (fork If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 Cin,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:Febnuuy 2.2016 007200-1 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:Felmiuy2,2016 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 refilsing 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 perfonned 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 perfonnance 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:Fdxtiary2,2016 007200-1 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. etainage: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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnauy2,2016 007200-1 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:Febnuvy2.2016 007200-1 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 Dire: 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 fally 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:Febnjuy2,2016 00 72 00- I 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 Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of'Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 Cit,Mav Saespend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februwy2,2016 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: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.13); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniuy2,2016 007'00-1 GENERAL CONDITIONS Pagc 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febr ary2,2016 00 72 00-1 GENERAL CONDITIONS Page 60 of 63 15.03 Cih%Mav 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 tenninated 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 perfonnance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnrary2,2016 007200-I GENERAL CONDITIONS Page 61 of 63 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 tennination, 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.D shall become final and binding 30 days after tennination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felmkuy2,2016 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- delivered fdelivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnauy2.2016 0071-00-I 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 007300- 1 SUPPLEMENTARY CONDITIONS Page I of 5 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions,unless specifically noted herein. 17 18 :Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2,"Resolving Discrepancies" 24 25 Plans govern over Specifications. 26 27 SC-4.01 A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01 A.1., "Availability of Lands" 34 35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 36 May 2018: 37 38 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION NONE 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 46 47 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 22.2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 SC4.01A.2,"Availability of Lands" 2 3 Utilities or obstructions to be removed,adjusted,and/or relocated 4 5 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 6 as of May 2,2018: 7 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT Energy Transfer Partners Gas Main June 2018 8 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 9 and do not bind the City. 10 11 SC-4.02A.,"Subsurface and Physical Conditions" 12 13 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 14 15 A Geotechnical Report No. E 15-0701,dated October 19,2015,prepared by Alliance Geotechnical Group, a 16 sub-consultant of Pacheco Koch Consulting Engineers,Inc.,a consultant of the City,providing additional 17 information on Geotechnical Investigation. 18 19 The following are drawings of physical conditions in or relating to existing surface and subsurface 20 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 21 22 Existing Subsurface Utilities,The Rios Group,Sheet 8 through Sheet 10,04/28/2016 23 24 SC4.06A.,"Hazardous Environmental Conditions at Site" 25 26 The following are reports and drawings of existing hazardous environmental conditions known to the City: 27 NONE 28 29 SC-5.03A.,"Certificates of Insurance" 30 31 The entities listed below are"additional insureds as their interest may appear"including their respective 32 officers,directors,agents and employees. 33 34 (1) City 35 (2) Consultant: NONE 36 (3) Other: NONE 37 38 SC-5.04A.,"Contractor's Insurance" 39 40 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 41 coverages for not less than the following amounts or greater where required by laws and regulations: 42 43 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 44 45 Statutory limits 46 Employer's liability 47 $100,000 each accident/occurrence 48 $100,000 Disease-each employee 49 $500,000 Disease-policy limit CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 22,2016 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 I SC-5.04B.,"Contractor's Insurance" 2 3 5.04B.Commercial General Liability,under Paragraph GC-5.04B. Contractor's Liability Insurance 4 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 5 minimum limits of: 6 7 $1,000,000 each occurrence 8 $2,000,000 aggregate limit 9 10 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance) making the 1 I General Aggregate Limits apply separately to each job site. 12 13 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 14 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 15 16 SC 5.04C.,"Contractor's Insurance" 17 5.04C. Automobile Liability,under Paragraph GC-5.040. Contractor's Liability Insurance under 18 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 19 20 (1) Automobile Liability-a commercial business policy shall provide coverage on "Any Auto", 21 defined as autos owned,hired and non-owned. 22 23 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 24 least: 25 26 $250,000 Bodily Injury per person/ 27 $500,000 Bodily Injury per accident/ 28 $100,000 Property Damage 79 30 SC-5.04D.,"Contractor's Insurance" 31 32 The Contractor's construction activities will require its employees,agents,subcontractors, equipment, and 33 material deliveries to cross railroad properties and tracks NONE 34 35 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 36 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 37 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 38 Entry Agreement"with the particular railroad company or companies involved, and to this end the 39 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 40 the right-of-entry(if any) required by a railroad company.The requirements specified herein likewise relate 41 to the Contractor's use of private and/or construction access roads crossing said railroad company's 42 properties. 43 44 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 45 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 46 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 47 occupy,or touch railroad property: 48 49 (1) General Aggregate: NONE 50 51 (2) Each Occurrence: NONE 52 53 _Required for this Contract X Not required for this Contract 54 55 With respect to the above outlined insurance requirements,the following shall govern: CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPEC'IFIC'ATION DOCUMENTS City Project No.02161 Revised January 22.2016 00 73 00-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 2 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 3 the name of the railroad company. However, if more than one grade separation or at-grade 4 crossing is affected by the Project at entirely separate locations on the line or lines of the same 5 railroad company, separate coverage may be required,each in the amount stated above. 6 7 2. Where more than one railroad company is operating on the same right-of-way or where several 8 railroad companies are involved and operated on their own separate rights-of-way, the Contractor 9 may be required to provide separate insurance policies in the name of each railroad company. 10 11 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a 12 railroad company's right-of-way at a location entirely separate from the grade separation or at- 13 grade crossing, insurance coverage for this work must be included in the policy covering the grade 14 separation. 15 16 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 17 way,all such other work may be covered in a single policy for that railroad,even though the work 18 may be at two or more separate locations. 19 20 No work or activities on a railroad company's property to be performed by the Contractor shall be 21 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 22 for each railroad company named,as required above. All such insurance must be approved by the City and 23 each affected Railroad Company prior to the Contractor's beginning work. 24 25 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 26 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 27 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 28 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 29 railroad company operating over tracks involved in the Project. 30 31 SC-6.04.,"Project Schedule" 32 33 Project schedule shall be tier 3 for the project. 34 35 SC-6.07.,"Wage Rates" 36 37 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 38 Appendixes: 39 <List the prevailing wage rate table(s)applicable to the type of construction being provided in this 40 contract> 41 <Buzzsaw location,Resources/02-Construction Documents/Specifications/Div 00-General 42 Conditions/CFW Wage Rate Table 20080708.pdf> 43 44 SC-6.09.,"Permits and Utilities" 45 46 SC-6.09A.,"Contractor obtained permits and licenses" 47 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 48 None 49 50 SC-6.09B."City, obtained permits and licenses" 51 The following are known permits and/or licenses required by the Contract to be acquired by the City: 52 1. Grading Permit for Storm Outfall along US 287 Frontage Road 53 54 55 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 22.2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 1 SC-6.09C."Outstanding permits and licenses" 2 3 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of May 2, 4 2018. 5 6 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE 7 8 SC-7.02.,"Coordination" 9 10 The individuals or entities listed below have contracts with the City for the performance of other work at 1 1 the Site: 12 NONE Vendor Scope of Work Coordination Authority 13 14 SC-8.01,"Communications to Contractor" 15 16 Northwest ISD prior to traffic switches and construction phases 17 18 SC-9.01.,"City's Project Manager" 19 20 The City's Project Manager for this Contract is Mitch Aiton, P.E.,or his/her successor pursuant to written 21 notification from the Director of Transportation and Public Works Department. 22 23 SC-13.03C.,"Tests and Inspections" 24 25 NONE 26 27 SC-16.01C.1,"Methods and Procedures" 28 29 NONE 30 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 Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 22.2016 01 11 00- 1 SUMMARY OF WORK Page 1 of 3 1 SECTION O1 11 00 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be perfonned in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights-of-way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Proiect No.02161 Revised December 20,2012 O1 11 00-2 SUMMARY OF WORD Page 2 of 3 I b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad pen-nit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 e. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work,or at any time due to defective work, material,or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20.2012 01 1100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED) R 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 1 I END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 25 00- I SUBSTITUTION PROCEDURES Page I of 4 1 SECTION 01 25 00 2 SUBSTITUTION PROCEDURES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or perfonnance criteria or 8 defined by reference to l or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 1 1 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division I —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED[ 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July I,2011 01 '_500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Productcsperience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July I,2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product,the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 25 00.4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution'? 19 20 21 B. What effect does substitution have on other trades'? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time" 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature _ Recommended _ Recommended 38 as noted 39 40 Firm _Not recommended _Received late 41 Address By 42 Date 43 Date Remarks_ 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 31 19- 1 PRECONSTRUCTION MEETING Page 1 of3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 1 1 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division I —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES ]NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised August 17,2012 01 31 19-2 PRECONSTRUCTION MEETING Pagc 2 of 3 l e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 1 I c. Status of right-of-way,utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 1. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 in. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 cc. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 .J. Questions or Comments CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised August 17,2012 01 31 19-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USEDI 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USEDI 3 1,7 CLOSEOUT SUBMITTALS [NOT USEDI 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USEDI 5 1.9 QUALITY ASSURANCE INOT USEDI 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USEDI 7 1.11 FIELD ISITE] CONDITIONS INOT USEDI 8 1.12 WARRANTY [NOT USEDI 9 PART 2 - PRODUCTS [NOT USEDI 10 PART 3 - EXECUTION INOT USEDI 1 I END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Proixt No.02161 Revised August 17,2012 01 31 20- 1 PROTECT MEETINGS Page I of 3 1 SECTION 0131 20 2 PROJECT MEETINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 31 20-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre-construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 1 I needed basis. Such additional meetings shall include,but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off-site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 34 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 0131 20-3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED) 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 23 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July I,2011 01 32 16- I CONSTRUCTION PROGRESS SCHEDULE Page I of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 1 1 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule- Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPEC'IFIC'ATION DOCUMENTS City Project No.02161 Revised July I,2011 01 32 16-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative- Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost-loaded baseline Schedule using approved software and the 9 Critical Path Method(CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 1 I b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower(trades), equipment and work schedule(overtime, weekend and holiday 44 work, etc.)to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 32 16-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) if the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay fol-which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions, the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates,and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts,the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 detennine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final, 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1,5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf fonnat as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file fonnat includes: 23 1) Primavera(P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw, 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 32 16-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH Bluc Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 32 33- I PRECONSTRUCTION VIDEO Page I of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July I,2011 01 32 33-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3 - EXECUTION (NOT USED 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 33 00- 1 SUBMITTALS Page I of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples I 1 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES ]NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 Submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including,but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 33 00-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 0l-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. I l A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/2 inches x l 1 inches to 8 `/ inches x 1 1 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 I) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20.2012 01 33 00-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of. 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product,with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 L As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised Dccernber 20.2012 01 33 00-4 SUBMITTALS Page 4 of K 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 1 1) Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 1 1 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 I. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20.2012 01 33 00-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) if Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 docs not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20.2012 01 3300-6 SUBMITTALS Page 6 of R 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; I 1 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non-confonning items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into confonmance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all Such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. if the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CiTY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 33 00-7 SUBMITTALS Page 7 of R 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications I 1 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI)form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED[ 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 33 00-8 SUBMITTALS Page 8 of 8 I PART 2 - PRODUCTS [RIOT USED] 2 PART 3 - EXECUTION [NOT USEDI 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 11,2012012 D.Johnson 1 A.K.8. Working Days modified to Calendar Days 5 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 013513- I SPECIAL PROJECT PROCEDURES Page I of R I SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes,but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division I —General Requirements 24 3. Section 33 12 25 —Connection to Existing Water Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Coordination within Railroad permit areas 28 a. Measurement 29 1) Measurement for this Item will be by lump sum. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the lump sum price bid for Railroad Coordination. 33 c. The price bid shall include: 34 1) Mobilization 35 2) Inspection 36 3) Safety training 37 4) Additional Insurance 38 5) Insurance Certificates 39 6) Other requirements associated with general coordination with Railroad, 40 including additional employees required to protect the right-of-way and 41 property of the Railroad from damage arising out of and/or from the 42 construction of the Project. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 35 13-2 SPECIAL PROJECT PROCEDURES Page 2 of S 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 l) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site. 8 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 21 High Voltage Overhead Lines. 22 3. North Central Texas Council of Governments (NCTCOG)—Clean Construction 23 Specification 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Coordination with the Texas Department of Transportation 26 1. When work in the right-of-way which is under the jurisdiction of the Texas 27 Department of Transportation (TxDOT): 28 a. Notify the Texas Department of Transportation prior to commencing any work 29 therein in accordance with the provisions of the permit 30 b. All work performed in the TxDOT right-of-way shall be performed in 31 compliance with and subject to approval from the Texas Department of 32 Transportation 33 B. Work near High Voltage Lines 34 1. Regulatory Requirements 35 a. All Work near High Voltage Lines (more than 600 volts measured between 36 conductors or between a conductor and the ground) shall be in accordance with 37 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 38 2. Warning sign 39 a. Provide sign of sufficient size meeting all OSHA requirements. 40 3. Equipment operating within 10 feet of high voltage lines will require the following 41 safety features 42 a. Insulating cage-type of guard about the boom or arm 43 b. Insulator links on the lift hook connections for back hoes or dippers 44 c. Equipment must meet the safety requirements as set forth by OSHA and the 45 safety requirements of the owner of the high voltage lines CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 4. Work within 6 feet of high voltage electric lines 2 a. Notification shall be given to: 3 1) The power company(example: ONCOR) 4 a) Maintain an accurate log of all such calls to power company and record 5 action taken in each case. 6 b. Coordination with power company 7 1) After notification coordinate with the power company to: 8 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 9 lower the lines 10 c. No personnel may work within 6 feet of a high voltage line before the above 1 1 requirements have been met. 12 C. Confined Space Entry Program 13 1. Provide and follow approved Confined Space Entry Program in accordance with 14 OSHA requirements. 15 2. Confined Spaces include: 16 a. Manholes 17 b. All other confined spaces in accordance with OSHA's Permit Required for 18 Confined Spaces 19 D. Air Pollution Watch Days 20 1. General 21 a. Observe the following guidelines relating to working on City construction sites 22 on days designated as "AIR POLLUTION WATCH DAYS". 23 b. Typical Ozone Season 24 1) May 1 through October 31. 25 c. Critical Emission Time 26 1) 6:00 a.m. to 10:00 a.m. 27 2. Watch Days 28 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 29 with the National Weather Service, will issue the Air Pollution Watch by 3:00 30 p.ITn. on the afternoon prior to the WATCH day. 31 b. Requirements 32 1) Begin work after 10:00 a.m. whenever construction phasing requires the 33 use of motorized equipment for periods in excess of 1 hour. 34 2) However, the Contractor may begin work prior to 10:00 a.m. if: 35 a) Use of motorized equipment is less than 1 hour, or 36 b) If equipment is new and certified by EPA as "Low Emitting", or 37 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 38 alternative fuels such as CNG. 39 E. TCEQ Air Permit 40 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 41 F. Use of Explosives, Drop Weight, Etc. 42 1. When Contract Documents permit on the project the following will apply: 43 a. Public Notification 44 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 45 prior to commencing. 46 2) Minimum 24 hour public notification in accordance with Section 01 31 13 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 35 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 G. Water Department Coordination 2 1. During the construction of this project, it will be necessary to deactivate, for a 3 period of time, existing lines. The Contractor shall be required to coordinate with 4 the Water Department to determine the best times for deactivating and activating 5 those lines. 6 2. Coordinate any event that will require connecting to or the operation of an existing 7 City water line system with the City's representative. 8 a. Coordination shall be in accordance with Section 33 12 25. 9 b. If needed, obtain a hydrant water meter from the Water Department for use 10 during the life of named project. 1 1 c. In the event that a water valve on an existing live system be turned off and on 12 to accommodate the construction of the project is required, coordinate this 13 activity through the appropriate City representative. 14 1) Do not operate waterline valves of existing water system. 15 a) Failure to comply will render the Contractor in violation of Texas Penal 16 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 17 will be prosecuted to the full extent ol�the law. 18 b) In addition, the Contractor will assume all liabilities and 19 responsibilities as a result of these actions. 20 H. Public Notification Prior to Beginning Construction 21 1. Prior to beginning construction on any block in the project, on a block by block 22 basis, prepare and deliver a notice or flyer of the pending construction to the front 23 door of each residence or business that will be impacted by construction. The notice 24 shall be prepared as follows: 25 a. Post notice or flyer 7 days prior to beginning any construction activity on each 26 block in the project area. 27 1) Prepare flyer on the Contractor's letterhead and include the following 28 information: 29 a) Name of Project 30 b) City Project No (CPN) 31 c) Scope of Project(i.e. type of construction activity) 32 d) Actual construction duration within the block 33 e) Name of the contractor's foreman and phone number 34 f) Name of the City's inspector and phone number 35 g) City's after-hours phone number 36 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 37 A. 38 3) Submit schedule showing the construction start and finish time for each 39 block of the project to the inspector. 40 4) Deliver flyer to the City Inspector for review prior to distribution. 41 b. No construction will be allowed to begin on any block until the flyer is 42 delivered to all residents of the block, 43 1. Public Notification of Temporary Water Service Interruption during Construction 44 1. In the event it becomes necessary to temporarily shut down water service to 45 residents or businesses during construction, prepare and deliver a notice or flyer of 46 the pending interruption to the front door of each affected resident. 47 2. Prepared notice as follows: CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 35 13-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 a. The notification or flyer shall be posted 24 hours prior to the temporary 2 interruption. 3 b. Prcparc flycr on the contractor's letterhead and include the following 4 information: 5 1) Name of the project 6 2) City Project Number 7 3) Date of the interruption of service 8 4) Period the interruption will take place 9 5) Name of the contractor's foreman and phone number 10 6) Name of the City's inspector and phone number 11 c. A sample of the temporary water service interruption notification is attached as 12 Exhibit B. 13 d. Deliver a copy of the temporary interruption notification to the City inspector 14 for review prior to being distributed. 15 e. No interruption of water service can occur until the flyer has been delivered to 16 all affected residents and businesses. 17 f. Electronic versions of the sample flyers can be obtained from the Project 18 Construction Inspector. 19 J. Coordination with United States Army Corps of Engineers (USAGE) 20 1. At locations in the Project where construction activities occur in areas where 21 USACE permits are required, meet all requirements set forth in each designated 22 permit. 23 K. Coordination within Railroad Permit Areas 24 1. At locations in the project where construction activities occur in areas where 25 railroad pen-nits are required, meet all requirements set forth in each designated 26 railroad permit. This includes, but is not limited to,provisions for: 27 a. Flagmen 28 b. Inspectors 29 c. Safety training 30 d. Additional insurance 31 e. Insurance certificates 32 f. Other employees required to protect the right-of-way and property of the 33 Railroad Company from damage arising out of and/or from the construction of 34 the project. Proper utility clearance procedures shall be used in accordance 35 with the permit guidelines. 36 2. Obtain any supplemental information needed to comply with the railroad's 37 requirements. 38 3. Railroad Flagmen 39 a. Submit receipts to City for verification of working days that railroad flagmen 40 were present on Site. 41 L. Dust Control 42 1. Use acceptable measures to control dust at the Site. 43 a. If water is used to control dust, capture and properly dispose of waste water. 44 b. If wet saw cutting is performed, capture and properly dispose of slurry. 45 M. Employee Parking 46 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 35 13-6 SPECIAL PROJECT PROCEDURES Page 6 of R 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A. Public Safety,Chapter 752. High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 13 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 02161 9 Project Name: Blue Mound Road and Willow Springs Road 10 Mapsco Location: 19F 11 Limits of Construction: Willow Springs Road — Eagle Blvd. to Blue Mound Road and 12 Blue Mound Road —Willow Springs Road to US 287 13 14 15 16 17 18 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 19 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 20 PROPERTY. 21 22 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 23 OF THIS NOTICE. 24 25 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 26 ISSUE, PLEASE CALL: 27 28 29 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 30 31 OR 32 33 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 34 35 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 38 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of R EXHIBIT B FORTWORTH Dow: DOE NO.XX" Project!lana: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION 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 3 --- 4 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 45 23- I TESTING AND INSPECTION SERVICES Pagel of 2 1 SECTION 01 45 23 2 TESTING AND INSPECTION SERVICES 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site,or another external FTP site approved by 38 the City. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 4523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute I hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED) 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July I,2011 01 50 00- 1 TEMPORARY FACILITIES AND CONTROLS Page I of4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 1 I d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division I —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 l) Contact City I week before water for construction is desired CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July I,2011 01 5000-2 TEMPORARY"FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established ratcs. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 1 I a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 5000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 o1`4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING ]NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED) 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED) 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [OR[ SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July I,2011 01 5000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE ]NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 55 26- 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 01 55 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13 —Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 55 26-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED) 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED) 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY INOT USED) 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED) 36 END OF SECTION CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July I,2011 01 55 26-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 57 13- I STORM WATER POLLUTION PREVENTION Page I of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 1 1 Contract 12 2. Division l —General Requirements 13 3. Section 31 25 00— Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Itern. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NO[ 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 015713-2 STORM WATER POLLUTION PREVENTION Pace 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR 150000 1 1 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 'Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 I B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 1 I PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION ]NOT USED] 13 END OF SECTION 14 Revision Lou DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 015813- I TEMPORARY"PROJECT SIGNAGE Page I of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS ]NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED) 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER-FURNISHED lok] OWN ER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Prgject No.02161 Revised July I,2011 01 58 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of`/4-inch fir plywood,grade A-C (exterior) or better 4 2.3 ACCESSORIES ]NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED) 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION ]NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR/ RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD 10111 SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING (NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES (NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS ]NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 6000- 1 PRODUCT REQUIREMENTS Page I of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 - Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents Supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20.2012 01 6000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 8 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 66 00- 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of 4 I SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised Judy 1,2011 01 6600-2 PRODUCT STORAGE AND 14ANDLING RFQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 S. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 1 1 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMFNTS City Project No.02161 Revised July 1,2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS INOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USEDI 4 PART 3 - EXECUTION 5 3.1 INSTALLERS INOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION INOT USED] 9 3.5 REPAIR/ RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD LORI SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USEDI 18 3.9 ADJUSTING [NOT USEDI 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 Storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USEDI 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July I,2011 01 6600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 70 00- 1 MOBILIZATION AND RFMOBILIZATION Page I of 4 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised November 22,2016 01 7000-2 MOBILIZATION AND REMOBILIZATION Page 2 of4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 1 I b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the l8 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0- Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment [Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 2. Remobilization for suspension of Work as specifically required in the Contract 36 Documents 37 a. Measurement 38 1) Measurement for this Item shall be per each remobilization performed. 39 b. Payment 40 l) The work performed and materials furnished in accordance with this Item 41 and measured as provided under"Measurement"will be paid for at the unit 42 price per each "Specified Remobilization" in accordance with Contract 43 Documents. 44 c. The price shall include: 45 1) Demobilization as described in Section 1.1.A.2.a.1) 46 2) Remobilization as described in Section 1.1.A.2.a.2) CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised November 22,2016 01 7000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 d. No payments will be made for standby, idle time, or lost profits associated this 2 item. 3 3. Remobilization for suspension of Work as required by City 4 a. Measurement and Payment 5 1) This shall be submitted as a Contract Claim in accordance with Article 10 6 of Section 00 72 00. 7 2) No payments will be made for standby, idle time, or lost profits associated 8 with this Item. 9 4. Mobilizations and Demobilizations for Miscellaneous Projects 10 a. Measurement 11 1) Measurement for this Item shall be for each Mobilization and 12 Demobilization required by the Contract Documents 13 b. Payment 14 1) The Work performed and materials furnished in accordance with this Item 15 and measured as provided under"Measurement" will be paid for at the unit 16 price per each "Work Order Mobilization" in accordance with Contract 17 Documents. Demobilization shall be considered subsidiary to mobilization 18 and shall not be paid for separately. 19 c. The price shall include: 20 1) Mobilization as described in Section 1.1.A.3.a.1) 21 2) Demobilization as described in Section 1.1.A.3.a.2) 22 d. No payments will be made for standby, idle time, or lost profits associated this 23 item. 24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25 a. Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 28 b. Payment 29 1) The Work performed and materials furnished in accordance with this Item 30 and measured as provided under"Measurement" will be paid for at the unit 31 price per each "Work Order Emergency Mobilization"in accordance with 32 Contract Documents. Demobilization shall be considered subsidiary to 33 mobilization and shall not be paid for separately. 34 c. The price shall include 35 1) Mobilization as described in Section 1.I.A.4.a) 36 2) Demobilization as described in Section 1.1.A.3.a.2) 37 d. No payments will be made for standby, idle time, or lost profits associated this 38 Item. 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS [NOT USED] 42 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02 16 1 Revised November 22,2016 01 7000-4 MOBILIZATION AND REMOWLIZATION Page 4 of 4 1 1.9 QUALITY ASSURANCE (NOT USED] 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2 - PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 END OF SECTION 8 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen L2 Price and Payment Procedures-Revised specification,including blue text,to make specification flexible for either subsidiary or paid bid item for Mobilization. 9 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised November 22,2016 017123- I CONSTRUCTION STAKING AND SURVEY Paee I of 7 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for"Construction Staking". 20 2) Payment for"Construction Staking" shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include, but not be limited to the following: 24 1) Verification of control data provided by City. 25 2) Placement, maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of"cut sheets"using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As-Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for"As-Built Survey". CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised February 14,2018 01 71 23-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1 2) Payment for"Construction Staking" shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include, but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as-built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey-The survey measurements made prior to or while 13 construction is in progress to control elevation, horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As-built Survey—The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking—The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey"Field Checks"—Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth—Construction Staking Standards (available on City's Buzzsaw 27 website)—01 71 23.16.01 Attachment A_Survey Staking Standards 28 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254 (qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 01 33 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised February 14,2018 01 71 23-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit"Cut-Sheets" conforming to the standard template provided by the City 4 (refer to 0l 71 23.16.01 —Attachment A—Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As-built Redline Drawing Submittal 7 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor(RPLS) responsible for the work (refer to 01 71 23.16.01 —Attachment A 10 —Survey Staking Standards) . 11 2. Contractor shall submit the proposed as-built and completed redline drawing 12 submittal one (1)week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as-built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re-stake for any reason, the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been lost, destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re-stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut, the Contractor shall perform 41 construction survey and verify control data including, but not limited to, the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised February 14,2018 01 71 23-4 CONSTRUCTION STAKING AND SURVEY Page 4of7 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the location of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades, if requested, and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City, if requested, to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it, as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances (as outlined in 15 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As-Built Survey 18 1. Required As-Built Survey will be perfonned by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as-built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12"and under in diameter, it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as-built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as-built survey including the elevation and 31 location (and provide written documentation to the City) of construction 32 features during the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet, including 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs, stub-outs, dead-end lines 41 (5) Casing pipe (each end) and all buried fittings 42 2) Stormwater— Not Applicable 43 b. The Contractor shall provide as-built survey including the elevation and 44 location (and provide written documentation to the City) of construction 45 features after the construction is completed including the following: 46 1) Manholes 47 a) Rim and flowline elevations and coordinates for each manhole 48 2) Water Lines 49 a) Cathodic protection test stations CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised February 14,2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 l b) Sampling stations 2 c) Meter boxes/vaults(All sizes) 3 d) Fire hydrants 4 e) Valves(gate,butterfly,etc.) 5 f) Air Release valves(Manhole rim and vent pipe) 6 g) Blow off valves(Manhole rim and valve lid) 7 h) Pressure plane valves 8 i) Underground Vaults 9 (1) Rim and flowline elevations and coordinates for each 10 Underground Vault. 11 3) Stormwater—Not Applicable 12 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY 15 PART 2- PRODUCTS 16 A. A construction survey will produce,but will not be limited to: 17 1. Recovery of relevant control points,points of curvature and points of intersection. 18 2. Establish temporary horizontal and vertical control elevations(benchmarks) 19 sufficiently permanent and located in a manner to be used throughout construction. 20 3. The location of planned facilities,easements and improvements. 21 a. Establishing final line and grade stakes for piers, floors, grade beams,parking 22 areas,utilities, streets,highways,tunnels,and other construction. 23 b. A record-of revisions or corrections noted in an orderly manner for reference. 24 c. A drawing,when required by the client, indicating the horizontal and vertical 25 location of facilities,easements and improvements, as built. 26 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 27 construction staking projects. These cut sheets shall be on the standard city template 28 which can be obtained from the Survey Superintendent(817-392-7925). 29 5. Digital survey files in the following formats shall be acceptable: 30 a. AutoCAD(.dwg) 31 b. ESRI Shapef le(.shp) 32 c. CSV file(.csv), formatted with X and Y coordinates in separate columns(use 33 standard templates, if available) 34 6. Survey files shall include vertical and horizontal data tied to original project 35 control and benchmarks,and shall include feature descriptions 36 PART 3- EXECUTION 37 3.1 INSTALLERS 38 A. Tolerances: CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised February 14,2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 1. The staked location of any improvement or facility should be as accurate as 2 practical and necessary. The degree of precision required is dependent on many 3 factors all of which must remain judgmental. The tolerances listed hereafter are 4 based on generalities and,under certain circumstances, shall yield to specific 5 requirements. The surveyor shall assess any situation by review of the overall plans 6 and through consultation with responsible parties as to the need for specific 7 tolerances. 8 a. Earthwork: Grades for earthwork or rough cut.should not exceed 0.1 ft. vertical 9 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 10 1.0 ft. tolerance. 1 I b. Horizontal alignment on a structure shall be within .0.Ift tolerance. 12 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 13 walkways shall be located within the confines of the site boundaries and, 14 occasionally, along a boundary or any other restrictive line. Away from any 15 restrictive line, these facilities should be staked with an accuracy producing no 16 more than 0.05ft. tolerance from their specified locations. 17 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 18 electric lines, shall be located horizontally within their prescribed areas or 19 easements. Within assigned areas, these utilities should be staked with an 20 accuracy producing no more than 0.1 ft tolerance from a specified location. 21 e. The accuracy required for the vertical location of utilities varies widely. Many 22 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 23 should be maintained. Underground and overhead utilities on planned profile, 24 but not depending on gravity flow for performance, should not exceed 0.1 ft. 25 tolerance. 26 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 27 specifications or in compliance to standards. The City reserves the right to request a 28 calibration report at any time and recommends regular maintenance schedule be 29 performed by a certified technician every 6 months. 30 1. Field measurements of angles and distances shall be done in such fashion as to 31 satisfy the closures and tolerances expressed in Part 3.LA. 32 2. Vertical locations shall be established from a pre-established benchmark and 33 checked by closing to a different bench mark on the same datum. 34 3. Construction survey field work shall correspond to the client's plans. Irregularities 35 or conflicts found shall be reported promptly to the City. 36 4. Revisions, corrections and other pertinent data shall be logged for future reference. 37 38 3.2 EXAMINATION [NOT USED] 39 3.3 PREPARATION [NOT USED] 40 3.4 APPLICATION 41 3.5 REPAIR/ RESTORATION 42 A. If the Contractor's work damages or destroys one or more of the control 43 monuments/points set by the City, the monuments shall be adequately referenced for 44 expedient restoration. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised February 14,2018 01 71 23-7 CONSTRUCTION STAKING AND SURVEY Paee 7 of 7 1 1. Notify City if any control data needs to be restored or replaced due to damage 2 caused during construction operations. 3 a. Contractor shall perform replacements and/or restorations. 4 b. The City may require at any time a survey "Field Check"of any monument 5 or benchmarks that are set be verified by the City surveyors before further 6 associated work can move forward. 7 3.6 RE-INSTALLATION [NOT USED) 8 3.7 FIELD loR] SITE QUALITY CONTROL 9 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 10 City in accordance with this Specification. This includes easements and right of way, if 1 1 noted on the plans. 12 B. Do not change or relocate stakes or control data without approval from the City. 13 3.8 SYSTEM STARTUP 14 A. Survey Checks 15 1. The City reserves the right to perform a Survey Check at any time deemed 16 necessary. 17 2. Checks by City personnel or 3r1 party contracted surveyor are not intended to 18 relieve the contractor of his/her responsibility for accuracy. 19 3.9 ADJUSTING [NOT USED[ 20 3.10 CLEANING [NOT USED] 21 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACHMENTS (NOT USED) 25 END OF SECTION Revision Log 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 27 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Prgject No.02161 Revised February 14,2018 FORT WORTHO Section 017123.01 - Attachment A Survey Staking Standards February 2017 J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 7123.16.01—Attachment A_Survey Staking Standards.docx Page 1 of 26 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects.These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (hllpl/onlinemanuals.txdot.gov/txdotmanu,als/ess/`ess.pdf) /onlinemanuals.txdot.Rov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 26 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth,Texas 76116 Office: (817)392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field.This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS EjE POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND PINK ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS SANITARY SEWER GREEN IRRIGATION AND RECLAIMED WATER —PURPLE III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water-based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 26 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under'Layers',expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment 1. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S.and static GPS Equipment 1. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work.A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W,forced-main water lines,and rough-grade only. No GPS staking for concrete,sanitary sewer,storm drain,final grade,or anything that needs vertical grading with a tolerance of 0.25'or less is allowed. D. Control Points Set 1. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation(if applicable)of the point set. Control points can be set rebar, 'X' in concrete,or any other appropriate item with a stable base and of a semi-permanent nature.A rebar cap is optional, but preferred if the cap is marked 'control point'or similar wording. ll. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance.—If ground,provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North:0, East=O C. Geoid model used, Example:GEOID12A J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 7123.16.01—Attachment A—Survey Staking Standards.docx Page 4 of 26 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert—Conformal— Conformal_Conic Fa Ise_Easti ng: 1968500.00000000 False—Northing:6561666.66666667 Central Meridian: -98.50000000 Standard—Parallel-1: 32.13333333 Standard—Parallel-2: 33.96666667 Latitude—Of—Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North—American-1983 Datum: D--North—American-1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format Axt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234 As-built of Water on Main Street Grid NAD83 TXSP 4202.csv J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 5 of 26 File 2: C1234—As-built of Water on Main Street—Project Specific Datum.csv Example Control Stakes J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 6 of 26 Y Q W m �. Q z W H _..I Q z m > W � C> W U — < 1016 EL..= 100.00' m o � z w Ir O U Q = U Z g ~ z H — z Cl- CO J w � U) < J U C) Wry -j z W W z m O Q X O CD 0 0 CY- O CP #1 N=5000.00 E=5000.00 ---- V. Water Staking Standards J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 26 A. Centerline Staking—Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P)for 12" diameter pipes or smaller IV. Grade to flow line (F/L)for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes Vl. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking-Curves I. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above Ill. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be+0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main Ill. Grade of hydrants should be+0.30 higher than the adjacent top of curb E. Water Valves&Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 26 p�N 7 _ ~N 01 0 Z Z ` O 7' 0/S W/LLA- STA=2+oo C-3.82 � 1 v W 0i Fir 1 Z g � Q Q 7 0/S W/L W STA-1+7281 c-3.81 � 1 W O d V) v ¢ v U = 1 CO - 1 1 1 r �O 1 W _ s 1 '� LL WZ 1 �--` IQ Z Z W y+ a » w� ma z,ppcc F < N O Q Q Q y1t STA=0+00 6 C-3.T8 Ago lt_ $ LL 0V) f --.0 Q w _ t $ M Q y W� N $ mm J W =M_ m VI. Sanitary Sewer Staking J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 7123.16.01—Attachment A—Survey Staking Standards.docx Page 9 of 26 A. Centerline Staking—Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted Vl. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval 11. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 26 Example Sanitary Sewer Stakes Li t� U O ^ r v C=lj I-- z 0 01 0 12' 0/5 It SS STA-3.71M `h C-30 = c-O a C�-OIL J I— JH �a v leo mr� be LL) ZZ 15J rRSt z = a Ga ~�S aIL sg �o W W*V qpq, I.�. a W Fpy yzF� y�iC u1 F = F G g 0 Q MOrt SS su.a+aa c— Om �' W I � � r". 0Uji I— 0 Z z �sl 0 Q 12 0/S 55 STA-0+00 4z C-6U �m b-6$ x C-0a Cr oil W �, � X 2 lL n� _ r f`} J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 7123.16.01—Attachment A_Survey Staking Standards.docx Page 11 of 26 VII. Storm Sewer & Inlet Staking A. Centerline Staking—Straight Line Tangents I. 1 offset stake every 200' on even stations H. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25' interval I1. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets 1. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00' total length III. Recessed 10' Inlet= 20.00' total length IV. Standard double 10' inlet= 26.67'total length V. Recessed double 10' inlet= 30.67'total length D. Storm Drain Manholes 1. 2 offset stakes per manhole for the purpose of providing alignment to the contractor 11. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 26 Example Storm Inlet Stakes FRONT FRONT (SIDE FACING (Z) (SIDE FACING ) 6 NQ FLAGGING REQUIRED a 7 IN LIEU OF PINK PAINTED LATH vii � D m i BACK z Bµ, I:. z (SUE FAM C R.O.W.) (5E3E RAMC IDENTIFIES MICH m IDENTIFIES NMICH acurT 7% END OF THE WING POINT 0 t4 END OF THE'MNG BEING STAKED ys,� BEING STAKED HLCi ELE,'.4nR1I� V, INLET STATION HUB FiEVAl10N�o }� (IF N-DTEO ON PLANS.I jIb I IDENT MES GRACE TIO TO TOP OF CURB jT O O Gi I IDENTIFIES GRADE TO FLOMJNE ' I DISTANCE', FOR INLETS STANDARD 10' - 16' — RECESSED W - 20• STANDARD DOUBLE 10' - 26.67 HUR 'S41TH TA�:.K ----- PECE55ED DOUBLE 1D'�- 3067 ------, -__"'I I I BACK OF INLET I I ra al MANHOLE - o BACK OF CUFS BACK OF CURB ---------- '',ylNu' 'Q '•t. - ''t:. a.;•, �� - .1 '•WING, --------- FLOWLINE FACE OF INLET FACE OF INLET FLDWUNE EDGE OF PAVEMENT EDGE OF PAVEMENT EDOE OF PAVEMENT EDGE OF PAVEMENT J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 26 Vlll. Curb and Gutter Staking A. Centerline Staking—Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 26 Example Curb & Gutter Stakes FRONT (SIDE FACING q) 1� C o FRONT IDENnRES END FRONT I (SSE FACING Tal CENT 8/ FRONT a (SIDE FACING fid) IDENnFlES START Pc a; PONT CF CURVATURE (SIDE FACING (L) w, �i 4 D O EIC ; BACK + A FT. '--^ "' ` I IDENTIFIES OFFSET IS TO ��� i-.l (SIDE FACING R.O.W.) / Back OF OUR@ OR F/C Tf�' o o FOR FACE OF CURB III a PgNT # 3 ji j a/c III I N,_ I III ' II11 r IDENTIFIES GRADE IS TICI TD PDP OF CURB NO GRFLE ON II HUB ELEVATION "I R401U5 POINTS' � !I l 1 J NO FLAGGING REQUIRED j IP I IN LIEU OF FINK PAINTED LATH 1 kms! r TOP OF CURB IN BACK OF CURB FACE OF CURB ' I I -- — FLOM-INE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 15 of 26 R z 0 �}-- 0 <LL ,o' 4/S m►-2.eoj X. r+oma LL- .01 W 0 v Q < 6i W t ,O l ,O l e � o z }y ; as o a 1 ,0l pt0 / o earo JD)ave s amno.4omm o i n-Is* X" \ W ,OLzs Is s rA OL b r b3 J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 16 of 26 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number(Example: C01234) E. Location (Address,cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent(see item I above) Standard City Cut Sheet City Project Date: Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT# STATION OFFSET DESCRIPTION PROP. STAKED - CUT + FILL -LT/+RT GRADE ELEV. J:\DWG-36\3661-15.010\Design\Specifications\Project Spec ifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 26 X. As-built Survey A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade. Furthermore,the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted.See section IV. As-built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub-outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 26 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases.This should be a copy of the plans with the point number noted by each asset. if the asset is missing, then the surveyor should write"NOT FOUND"to notify the City. J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 26 1 t. k 1! T A ArYurLiT.MYtrAAYa^".AA xramn�fr�a-a1 XEi�aaxX.R!a S's.ti. 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STA wJ0-a,Ss LWE A• LLT 2 jmcw"Jwar — EXIST STAML-3554 REMWE E)2ST-SSWf 0MYSMUCT 5 IF OF WSS LME CONSF.ra4sSmt MAW CaVCIMLLM a MH MEW wy cmwwKw PAOMT" CCMVECr~.CSS M) CID) COMET PAUM CST(MMSM TO~-,am CrrY M" NO.2018-380,2018-3' MAPSCO PAGE NO.74N,S,T,W 7 1:\DWG-36\31 /-00 rings\Div 01- General Requirements\01 71 23.16.01-Attachment A-Survey Staking Standards.docx Page 23 of 26 Obviously the .csv or.txt file cannot be signed/sealed by a surveyor in the format requested.This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING CASTING ELEV, DESCRIPTION 1 6946257 189 2296079.165 726.09 SSMH RIM L � _ 1 6946260.893 2296061.141 7Z5.668 GV RfNf 3 6946307.399 2296038.306 726.85 GV RIM L( ( V1Nft�S 4 6946220.582 2296011.025 123 3S8 SSMH RIM 5 6946195.23 2296015 116 722 12 1 GV RIM b 6946190.528 2296022 721 722 325 FN ti lb 7 6946136.012 2295992.115 719.448 WM RIM 1 8 6946002.267 2295919.133 713 331 WM RIM 'TX til L 9 6946003.056 2295933 418 713 652 CO RIM !- '*'Z �{zv7. 10 6945984 677 2295830 52 711 662 SSMH RIM 11 694S986473 2295869.892 710.046 WM RIM 12 6945895 077 2295860 9b2 707 72 WM RIM 13 6945896 591 2295862.188 708.205 WM RIM ti i h r A 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM t i L t-1110 16 6945835.678 2295799.707 707.774 SSMH RIM M1 1 17 6945817.488 2295827 011 708.392 SSMH RIM 18 6945759 776 2295758.643 711.218 SSMH RIM } {} j 19 6945768 563 2295778 424 710.OR6 GV RIM 20 6945743 318 2295788 392 710 631 GV RIM 21 6945723219 2195754 394 712 849 GV RIM �^ 22 6945682 21 2295744 22 71b 68b WM RIM =_ 23 6945621 902 2295669.471 723.7b WM RIM 24 6945643407 2295736 n3 7ig 737 CC!AIM ���� 25 6945571.059 2295655.195 727.514 SSMH RIM C 4L 16Jr,4,r 26 6945539.498 2295667.803 729.123 WM RIM -TV 27 6945519.854 22%b19.49 732.689 WM RIM C �r 28 6945417879 2295580 27 740 52 1 W'M RIM 29 6945456.557 2295643.145 736.451 CO RIM 30 6945387.356 2295597.101 740.756 GV RIM 31 6945370.688 2295606.793 740.976 GV RIM f C� 5U(L6}C r 32 6945383 S3 2295610 SS9 7417408 FH 33 6945321228 2295551 105 746 34 WM RIM 34 6945319 365 2295539 728 746 777 CO RIM 35 6945242 289 2295570 715 748.454 WM RIM 36 6945233.624 2295544 626 749.59 SSMH RIM 37 6945206.483 2295529.305 751.058 WM RIM V, 38 6945142.015 2295557.666 750.853 WM RIM c;;, 6b 39 6945113.445 2295520.335 751.871 WM RIM 7 40 6945049.02 2295527.345 752.257 SSMH RIM �pc °F7 41 6945041 024 2295552.675 751.79 WM RIM c* 42 6945038.878 2295552 147 751.88 WM RIM S 5 � 43 6945006.397 2295518.135 752.615 WM RIMlw �g 44 6944944,782 2295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944850.416 2295534.397 752.986 SSMH RIM J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 71 23.16.01-Attachment A_Survey Staking Standards.docx Page 24 of 26 C. Other preferred as-built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. J:\DWG-36\3661-15.010\Design\Specifications\Project Specifications\Blue Mound and Willow Springs\Div 01- General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 26 � — — ----- — — —— — — — | - - — — — \ � \ | � � � � ■ �| B \ � � & e & | 2 ' ! « S ® ��� � ! - ■ � A $ k | § | k | k � k ' � | ' � I , ! I ■ m - ■ ( I- > ! , IN » � ' � �� � ■ ■ @ a ■ @ E - 2 .. , . ! ■ , k J � � ■ s � $` / g k 2 / 2 § ! § $ § k / °° '0 .' | - ]%DKG-36\36 11 J1\e\Asp cm@t ns\Pr etsp c et n\§ueMound and Willow spwn ADv01 Genera R q@r me«AO 7123.16.01-Attachment A S qey Ata§m k&daesdox Page 2 0 26 017423- 1 CLEANING Page I of 4 1 SECTION 01 74 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 1 1 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED) 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Prujec[No.02161 Revised July I,2011 01 7423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED) 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED IoR] OWNER-SUPPLIED PRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR/ RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPF.C[FICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 7423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 1 I personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight-exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior(Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re-seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 7423-4 CLEANING Pagc 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City,remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES (NOT USED] 5 3.12 PROTECTION [NOT USED[ 6 3.13 MAINTENANCE [NOT USED) 7 3.14 ATTACHMENTS [NOT USED[ 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Rcviscd July I,2011 01 77 19- I CLOSEOUT REQUIREMENTS Page ] of 3 1 SECTION 01 77 19 2 CLOSEOUT REQUIREMENTS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Fortes and Conditions of the Contract 11 2. Division l —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 77 19-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED) 3 PART 2 - PRODUCTS [NOT USED[ 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED[ 6 3.2 EXAMINATION [NOT USED) 7 3.3 PREPARATION [NOT USED[ 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perforin final cleaning in accordance with Section 13 01 7423. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 3 I b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 77 19-3 CLOSEOUT REQUIREMENTS Page 3 ol'3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/ RESTORATION INOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD lok] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED} 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH Bluc Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 78 23- I OPERATION AND MAINTENANCE DATA Page 1 01`5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) I l c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/i inches x 1 1 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 78 23-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPEC'IFIC'ATION DOCUMENTS City Project Na 02161 Revised December 20,2012 01 78 23-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty,bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up,break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 78 23-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 I i. Charts of valve tag numbers, with location and function of each valve 2 J. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics,and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20.2012 01 78 23-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8!31'2012 D.Johnson 1.5.A.1 —title of section removed 8 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 01 7839- 1 PROJECT RECORD DOCUMENTS Page I of 4 1 SECTION 01 78 39 2 PROJECT RECORD DOCUMENTS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 1 I d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED) 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH Blue Mound Road and willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July 1,2011 01 78 39-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE1 CONDITIONS [NOT USED[ 16 1.12 WARRANTY [NOT USED[ 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED 10k[ OWNER-SUPPLIED PRODUCTS [NOT USED[ 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, I complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City I complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED) 27 2.4 SOURCE QUALITY CONTROL [NOT USED[ 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED[ 30 3.2 EXAMINATION [NOT USED[ 31 3.3 PREPARATION [NOT USED) 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July I,2011 01 78 39-3 PROJECT RECORD DOCUMENTS Page 3 of 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be perfor►ned, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings,arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is detennined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised July I.2011 01 7839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 I c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Makc changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any Such Document is not so approved by the City, Secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/ RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED[ 16 3.7 FIELD IoK] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED) 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED[ 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED) 23 3.14 ATTACHMENTS INOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE 26 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02141 Revised July 1,2011 31 23 16- 1 UNCLASSIFIED EXCAVATION Pace I of I SECTION 3123 16 2 UNCLASSIFIED EXCAVATION 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials 7 encountered to the lines, grades, and typical sections shown on the Drawings and 8 removal from site. Excavations may include construction of 9 a. Roadways 10 b. Drainage Channels 11 c. Site Excavation 12 d. Excavation for Structures 13 e. Or any other operation involving the excavation of on-site materials 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 3. SeetieHj 1-23 23 13 20 4. Section 31 24 00—Embankments 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Excavation by Plan Quantity 24 a. Measurement 25 1) Measurement for this Item shall be by the cubic yard in its final position 26 using the average end area method. Limits of measurement are shown on 27 the Drawings. 28 2) When measured by the cubic yard in its final position, this is a plans 29 quantity measurement Item. The quantity to be paid is the quantity shown 30 in the proposal, unless modified by Article 11.04 of the General 31 Conditions. Additional measurements or calculations will be made if 32 adjustments of quantities are required. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 and measured as provided under"Measurement"will be paid for at the unit 36 price bid per cubic yard of"Unclassified Excavation by Plan". No 37 additional compensation will be allowed for rock or shrinkage/swell 38 factors, as these are the Contractor's responsibility. 39 c. The price bid shall include: 40 1) Excavation 41 2) Excavation Safety 42 3) Drying CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 28,2013 31 23 16-2 UNCLASSIFIED EXCAVATION Paee 2 of 5 1 4) Dust Control 2 5) Reworking or replacing the over excavated material in rock cuts 3 6) Hauling 4 7) Disposal of excess material not used elsewhere onsite 5 8) Scarification 6 9) Clean-up 7 A. 114easttr nt 9 10 ealettlated . r the aver-age end area a ethe,7 11 a) The City will pef:fef+n El,refet;efiee sti. . Site has been eiear-e' 12 4) Bbtaifi 13 b) The City is final post eenstRietiein supoe-�- 14 e) The Gentfaeter will be paid f; F the eabi,. . .,.-,age e f c*ea-,.,ted ffl terial 15 ..le..l„ted as the .ig-e, betwee.i the twe 16 d) Raft:., . .,t.- will be based en estimated plane 17 18 b. Payfiieflt 19 20 > ,i,ill be paid fer at the uiiitt 21 ". 22 e. The priee bid shall ifieitide. 231,) EYEeeaVatieir 24 25 3)^ Bf-yifig 26 4) Dust Creffir" 27 28 6) Hatilifl-, 29 30 8) Seat-ifiea6eft 31 9) '� Ftp 32 1.3 REFERENCES (NOT USED) 33 A. Definitions 34 1. Unclassified Excavation—Without regard to materials, all excavations shall be 35 considered unclassified and shall include all materials excavated. Any reference to 36 Rock or other materials on the Drawings or in the specifications is solely for the 37 City and the Contractor's information and is not to be taken as a classification of 38 the excavation. 39 1.4 ADMINSTRATIVE REQUIREMENTS 40 A. The Contractor will provide the City with a Disposal Letter in accordance to Division 41 01. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 28,2013 31 '_316-3 UNCLASSIFIED EXCAVATION Page 3 of i l 1.5 SUBMITTALS ]NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS ]NOT USED] 3 1.7 CLOSEOUT SUBMITTALS ]NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS ]NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Excavation Safety 7 1. The Contractor shall be solely responsible for making all excavations in a safe 8 manner. 9 2. All excavation and related sheeting and bracing shall comply with the requirements 10 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 11 1.10 DELIVERY, STORAGE, AND HANDLING 12 A. Storage 13 1. Within Existing Rights-of-Way(ROW) 14 a. Soil may be stored within existing ROW, easements or temporary construction 15 easements, unless specifically disallowed in the Contract Documents. 16 b. Do not block drainage ways, inlets or driveways. 17 c. Provide erosion control in accordance with Section 31 25 00. 18 d. When the Work is performed in active traffic areas, store materials only in 19 areas barricaded as provided in the traffic control plans. 20 e. In non-paved areas, do not store material on the root zone of any trees or in 21 landscaped areas. 22 2. Designated Storage Areas 23 a. If the Contract Documents do not allow the storage of spoils within the ROW, 24 easement or temporary construction easement, then secure and maintain an 25 adequate storage location. 26 b. Provide an affidavit that rights have been secured to store the materials on 27 private property. 28 c. Provide erosion control in accordance with Section 31 25 00. 29 d. Do not block drainage ways. 30 1.11 FIELD CONDITIONS 31 A. Existing Conditions 32 1. Any data which has been or may be provided on subsurface conditions is not 33 intended as a representation or warranty of accuracy or continuity between soils. It 34 is expressly understood that neither the City nor the Engineer will be responsible 35 for interpretations or conclusions drawn there from by the Contractor. 36 2. Data is made available for the convenience of the Contractor. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 28,2013 31 23 16-4 UNCLASSIFIED EXCAVATION Page 4 of 5 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS [NOT USED] 3 2.1 OWNER-FURNISHED [NOT USED] 4 2.2 PRODUCT TYPES AND MATERIALS 5 A. Materials 6 1. Unacceptable Fill Material 7 a. In-situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 8 D2487 9 PART 3 - EXECUTION 10 3.1 INSTALLERS [NOT USED] 11 3.2 EXAMINATION [NOT USED] 12 3.3 PREPARATION ]NOT USED] 13 3.4 CONSTRUCTION 14 A. Accept ownership of unsuitable or excess material and dispose of material off-site 15 accordance with local, state, and federal regulations at locations. 16 B. Excavations shall be performed in the dry, and kept free from water, snow and ice 17 during construction with eh exception of water that is applied for dust control. 18 C. Separate Unacceptable Fill Material from other materials, remove from the Site and 19 properly dispose according to disposal plan. 20 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 21 proposed or existing structures. 22 E. Correct any damage to the subgrade caused by weather, at no additional cost to the 23 City. 24 F. Shape slopes to avoid loosening material below or outside the proposed grades. 25 Remove and dispose of slides as directed. 26 G. Rock Cuts 27 l. Excavate to finish grades. 28 2. In the event of over excavation due to contractor error below the lines and grades 29 established in the Drawings, use approved embankment material compacted in 30 accordance with Section 31 24 00 to replace the over excavated at no additional 31 cost to City. 32 H. Earth Cuts 33 1. Excavate to finish subgrade CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 28,2013 31 23 16-5 UNCLASSIFIED EXCAVATION Page 5 of 5 1 2. In the event of over excavation due to contractor error below the lines and grades 2 established in the Drawings, use approved embankment material compacted in 3 accordance with Section 3 l 24 00 to replace the over excavated at no additional 4 cost to City. 5 3. Manipulate and compact subgrade in accordance with Section 31 24 00. 6 3.5 REPAIR [NOT USEDI 7 3.6 RE-INSTALLATION [NOT USEDI 8 3.7 FIELD QUALITY CONTROL 9 A. Subgrade Tolerances 10 1. Excavate to within 0.1 foot in all directions. 11 2. In areas of over excavation, Contractor provides fill material approved by the City 12 at no expense to the City. 13 3.8 SYSTEM STARTUP INOT USEDI 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING INOT USEDI 16 3.11 CLOSEOUT ACTIVITIES [NOT USEDI 17 3.12 PROTECTION [NOT USEDI 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS INOT USEDI 20 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/3012 D.Johnson 1.2-Measurement and Payment Section modified; Blue Text added for clarification 1'28/13 D.Johnson 1.2-Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. 21 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 23.2013 31 2400- 1 EMBANKMENTS Pace I of 9 1 SECTION 3124 00 2 EMBANKMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Transporting and placement of Acceptable Fill Material within the boundaries of 7 the Site for construction of: 8 a. Roadways 9 b. Embankments 10 c. Drainage Channels 11 d. Site Grading 12 e. Any other operation involving the placement of on-site materials 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 3. Section 31 23 16—Unclassified Excavation 19 4. Seetion 31 23 23 Be r g° 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Embankments by Plan Quantity 23 a. Measurement 24 1) Measurement for this Item shall be by the cubic yard in its final position 25 using the average end area method. Limits of measurement are shown on 26 the Drawings. 27 2) When measured by the cubic yard in its final position, this is a plans 28 quantity measurement Item. The quantity to be paid is the quantity shown 29 in the proposal, unless modified by Article 11.04 of the General 30 Conditions. Additional measurements or calculations will be made if 31 adjustments of quantities are required. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under"Measurement" will be paid for at the unit 35 price bid per cubic yard of"Embankment by Plan". No additional 36 compensation will be allowed for rock or shrinkage/swell factors, as these 37 are the Contractor's responsibility. 38 c. The price bid shall include: 39 1) Transporting or hauling material 40 2) Placing, compacting, and finishing Embankment 41 3) Construction Water 42 4) Dust Control CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 1-8,2013 312400-2 EMBANKMENTS Page 2 of 9 I 5) Clean-up 2 6) Proof Rolling 3 7) Disposal of excess materials 4 8) Reworking or replacement of undercut material z. 6 a. Me nt 7 1) Meastifeffient feF this item shall be by the etibie yaFd in its final positiefi 8 . 9 it 12 ) The Cent faete-will be paid Far-the et b.ie yardage of E ffibafilEffle,r 13 ealeEilated as the dig- o e beween the t. 14 15 0 .its ,,. letilated by the T,',,,.: 16 b. Payffient 17 18 19 „ 20 e. The pfiee bid shali ifielude! 21 22 23 3) C-6fistfdeti— AVAtp 25 3) Clean tip 26 6) Pfeaf Reuin- 27 7) Disposal of&keess ffiateFial- -)8 29 1.3 REFERENCES 30 A. Reference Standards 31 1. Reference standards cited in this specification refer to the current reference standard 32 published at the time of the latest revision date logged at the end of this 33 specification, unless a date is specifically cited. 34 2. ASTM Standards 35 a. ASTM D4318-10, Test Procedure for Determining Liquid Limit, Plastic Limit, 36 and Plasticity Index of Soils 37 b. ASTM D4943-08, Standard Test Method for Shrinkage Factors of Soils by the 38 Wax Method 39 c. ASTM D698-07e 1, Standard Test Methods for Laboratory Compaction 40 Characteristics of Soil Using Standard Effort 41 d. ASTM D1557-09, Standard Test Methods for Laboratory Compaction 42 Characteristics of Soil Using Modified Effort 43 e. ASTM D7382-08, Standard Test for Determination of Maximum Dry Unit 44 Weight and Water Content Range for Effective Compaction of Granular Soils 45 Using a Vibrating Hammer 46 f. ASTM D1556-07, Standard Test for Density and Unit Weight of Soil In-Place 47 by the Sand Cone Method CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 28,2013 31 2400-3 EMBANKMENTS Page 3 ot'9 1 1.4 ADMINSTRATIVE REQUIREMENTS 2 A. Sequencing 3 1. Sequence work such that calls of proctors are complete in accordance with ASTM 4 D698 prior to commencement of construction activities. 5 1.5 SUBMITTALS 6 A. Submittals shall be in accordance with Section 01 33 00. 7 B. All submittals shall be approved by the City prior to construction 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 9 A. Shop Drawings 10 1. Stockpiled material 1 I a. Provide a description of the storage of the excavated material only if the 12 Contract Documents do not allow storage of materials in the right-of-way or the 13 easement 14 1.7 CLOSEOUT SUBMITTALS [NOT USED[ 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED[ 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING 18 A. Storage 19 1. Within Existing Rights-of-Way(ROW) 20 a. Soil may be stored within existing ROW, easements or temporary construction 21 easements, unless specifically disallowed in the Contract Documents. 22 b. Do not block drainage ways, inlets or driveways. 23 c. Provide erosion control in accordance with Section 31 25 00. 24 d. When the Work is performed in active traffic areas, store materials only in 25 areas barricaded as provided in the traffic control plans. 26 e. In non-paved areas, do not store material on the root zone of any trees or in 27 landscaped areas. 28 2. Designated Storage Areas 29 a. If the Contract Documents do not allow the storage within the ROW, easement 30 or temporary construction easement, then secure and maintain an adequate 31 storage location. 32 b. Provide an affidavit that rights have been secured to store the materials on 33 private property. 34 c. Provide erosion control in accordance with Section 31 25 00. 35 d. Do not block drainage ways. 36 1.11 FIELD CONDITIONS 37 A. Existing Conditions 38 1. Any data which has been or may be provided on subsurface conditions is not 39 intended as a representation or warranty of accuracy or continuity between soils. It 40 is expressly understood that neither the City nor the Engineer will be responsible 41 for interpretations or conclusions drawn there from by the Contractor. CIT Nr OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 28,2013 312400-4 EMBANKMENTS Page 4 of 9 1 2. Data is made available for the convenience of the Contractor. 2 1.12 WARRANTY (NOT USED[ 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [NOT USED[ 5 2.2 PRODUCT TYPES AND MATERIALS 6 A. Materials 7 1. Acceptable Fill Material 8 a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with 9 ASTM D2487 10 b. Free from deleterious materials, boulders over 6 inches in size and organics I l c. Can be placed free from voids 12 d. Must have 20 percent passing the number 200 sieve 13 2. Blended Fill Material 14 a. In-situ soils classified as GW, GP, GM, SW, SP, or SM in accordance with 15 ASTM D2487 16 b. Blended with in-situ or imported acceptable backfill material to meet the 17 requirements of an Acceptable Backfill Material 18 c. Free from deleterious materials, boulders over 6 inches in size and organics 19 d. Must have 20 percent passing the number 200 sieve 20 3. Unacceptable Fill Material 21 a. In-situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 22 D2487 23 4. Select Fill 24 a. Classified as SC or CL in accordance with ASTM D2487 25 b. Liquid limit less than 35 26 c. Plasticity index between 8 and 20 27 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED[ 28 2.4 ACCESSORIES [NOT USED[ 29 2.5 SOURCE QUALITY CONTROL [NOT USED) 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED[ 32 3.2 EXAMINATION [NOT USED] 33 3.3 PREPARATION 34 A. Protection of In-Place Conditions 35 1. Pavement 36 a. Conduct activities in such a way that does not damage existing pavement that is 37 designated to remain. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 28.2013 31 '_400-5 EMBANKMENTS Page 5 of 9 1 b. Repair or replace any pavement damaged due to the negligence of the 2 contractor outside the limits designated for pavement removal at no additional 3 cost 4 2. Trees 5 a. When operating outside of existing ROW, stake permanent and temporary 6 construction easements. 7 b. Restrict all construction activities to the designated easements and ROW. 8 c. Flag and protect all trees designated to remain in accordance with Section 31 10 9 00. 10 d. Conduct embankments in a manner such that there is no damage to the tree 11 canopy. 12 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 13 specifically allowed by the City. 14 1) Pruning or trimming may only be accomplished with equipment 15 specifically designed for tree pruning or trimming. 16 3. Above ground Structures 17 a. Protect all above ground structures adjacent to the construction. 18 4. Traffic 19 a. Maintain existing traffic, except as modified by the traffic control plan, and in 20 accordance with Section 34 71 13. 21 b. Do not block access to driveways or alleys for extended periods of time unless: 22 1) Alternative access has been provided 23 2) Proper notification has been provided to the property owner or resident 24 3) It is specifically allowed in the traffic control plan 25 3.4 INSTALLATION 26 A. Embankments General 27 1. Placing and Compacting Embankment Material 28 a. Perform fill operation in an orderly and systematic manner using equipment in 29 proper sequence to meet the compaction requirements 30 b. Scarify and loosen the unpaved surface areas, except rock, to a depth of at least 31 6 inches, unless otherwise shown on the Drawings 32 c. Place fill on surfaces free from trees, stumps, roots, vegetation, or other 33 deleterious materials 34 d. Bench slopes before placing material. 35 e. Begin filling in the lowest section or the toe of the work area 36 f. When till is placed directly or upon older fill, remove debris and any loose 37 material and proof roll existing surface. 38 g. After spreading the loose lifts to the required thickness and adjusting its 39 moisture content as necessary, simultaneously recompact scarified material 40 with the placed embankment material. 41 h. Roll with sufficient number passes to achieve the minimum required 42 compaction. 43 1. Provide water sprinkled as necessary to achieve required moisture levels for 44 specified compaction 45 j. Do not add additional lifts until the entire previous lift is properly compacted. 46 2. Surface Water Control 47 a. Grade Surface horizontally but provide with sufficient longitudinal and 48 transverse slope to allow for runoff of surface water from every point. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 28,2013 31 2400-6 EMBANKMENTS Paee 6 of 9 I b. Conduct fills so that no obstruction to drainage from any other sections of fill is 2 created. 3 c. Install temporary dewatering sumps in low areas during filling where excess 4 amounts of runoff collect. 5 d. Compact uniformly throughout. Keep surfaces of fill reasonably smooth and 6 free from humps and hollows that would prevent proper uniform compaction. 7 e. Do not place fill during or shortly after rain events which prevent proper work 8 placement of the material and compaction 9 f. Prior to resuming compaction operations, remove muddy material off the 10 surface to expose firm and compacted materials 1 I B. Embankments for Roads 12 1. Only Acceptable Fill Material will be allowed for roadways 13 2. Embankments for roadbeds shall be constructed in layers approximately parallel to 14 the finished grade of the street 15 3. Construct generally to conform to the cross section of the subgrade section as 16 shown in the Drawings. 17 4. Establish grade and shape to the typical sections shown on the Drawings 18 5. Maintain finished sections of embankment to the grade and compaction 19 requirements until the project is accepted. 20 C. Earth Embankments 21 1. Earth embankment is mainly composed of material other than rock. Construct 22 embankments in successive layers, evenly distributing materials in lengths suited 23 for sprinkling and rolling. 24 2. Rock or Concrete 25 a. Obtain approval from the City prior to incorporating rock and broken concrete 26 produced by the construction project in the lower layers of the embankment. 27 b. No Rock or Concrete will be permitted in embankments in any location where 28 future utilities are anticipated. 29 c. When the size of approved rock or broken concrete exceeds the layer thickness 30 place the rock and concrete outside the limits of the proposed structure or 31 pavement. Cut and remove all exposed reinforcing steel from the broken 32 concrete. 33 3. Move the material dumped in piles or windrows by blading or by similar methods 34 and incorporate it into uniform layers. 35 4. Featheredge or mix abutting layers of dissimilar material for at least 100 feet to 36 ensure there are no abrupt changes in the material. 37 5. Break down clods or lumps of material and mix embankment until a uniform 38 material is attained. 39 D. Rock Embankments 40 1. Rock embankment is mainly composed of rock. 41 2. Rock Embankments for roadways are only allowed when specifically designated on 42 the Drawings. 43 3. Construct rock embankments in successive layers for the full width of the roadway 44 cross-section with a depth of 18-inches or less. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 28,2013 312400-7 EMBANKMENTS Page 7 of 9 1 4. The layer depth for large rock sizes shall not exceed a depth of 18-inches in any 2 case. Fill voids created by the large stone matrix with smaller stones during the 3 placement and filling operations. 4 5. Ensure the depth of the embankment layer is greater than the maximum dimension 5 of any rock. 6 6. Do not place rock greater than 18-inches in its maximum dimension. 7 7. Construct the final layer with graded material so that the density and uniformity is 8 in accordance compaction requirements. 9 8. The upper or final layer of rock embankments shall contain no material larger than 10 4 inches in their maximum dimension. ll E. Density 12 1. Compact each layer until the maximum dry density as determined by ASTM D698 13 is achieved. 14 a. Not Under Roadway or Structure: 15 1) areas to be compacted in the open, not beneath any structure, pavement, 16 flatwork, or is a minimum of 1 foot outside of the edge of any structure, 17 edge of pavement, or back of curb. 18 a) Compact each layer to a minimum of 90 percent Standard Proctor 19 Density. 20 b. Embankments under future paving: 21 1) Compact each layer to a minimum of 95 percent standard proctor density 22 with a moisture content not to exceed+4 percent or-2 percent of optimum 23 moisture or as indicated on the Drawings 24 c. Embankments under structures: 25 1) Compacted each layer as indicated on the Drawings 26 F. Maintenance of Moisture and Reworking 27 1. Maintain the density and moisture content once all requirements are met. 28 2. For soils with a PI greater than 15, maintain the moisture content no lower than 4 29 percentage points below optimum. 30 3. Rework the material to obtain the specified compaction when the material loses the 31 required stability, density, moisture, or finish. 32 4. Alter the compaction methods and procedures on subsequent work to obtain 33 specified density as directed by the City. 34 3.5 REPAIR [NOT USED[ 35 3.6 RE-INSTALLATION SNOT USED] 36 3.7 FIELD QUAILITY CONTROL 37 A. Field Tests and Inspections 38 1. Proctors 39 a. The City will perform Proctors in accordance with ASTM D698. 40 b. Test results will generally be available to within 4 calendar days and distributed 41 to: 42 1) Contractor 43 2) City Project Manager 44 3) City Inspector CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 28.2013 312400-R EMBANKMENTS Page S of 9 1 4) Engineer 2 c. Notify the City if the characteristic of the soil changes. 3 d. City will perform new proctors for varying soils: 4 1) When indicated in the geotechnical investigation in the Appendix 5 2) if notified by the Contractor 6 3) At the convenience of the City 7 e. Embankments where different soil types are present and are blended, the 8 proctors shall be based on the mixture of those soils. 9 2. Proof Rolling 10 a. Embankments under Future Pavement 11 1) City Project Representative must be on-site during proof rolling operations. 12 2) Use equipment that will apply sufficient load to identify soft spots that rut 13 or pump. 14 a) Acceptable equipment includes fully loaded single-axle water truck 15 with a 1500 gallon capacity. 16 3) Make at least 2 passes with the proof roller(down and back= 1 pass). 17 4) Offset each trip by at most 1 tire width. 18 5) If an unstable or non-uniform area is found, correct the area. 19 6) Correct 20 a) Soft spots that rut or pump greater than 3/4 inch. 21 b) Areas that are unstable or non-uniform 22 7) If a non-uniform area is found then correct the area. 23 b. Embankments Not Under Future Paving 24 1) No Proof Rolling is required. 25 3. Density Testing of Embankments 26 a. Density Test shall be in conformance with ASTM D2922. 27 b. For Embankments under future pavement: 28 1) The City will perform density testing twice per working day when 29 compaction operations are being conducted. 30 2) The testing lab shall take a minimum of 3 density tests, but the number of 31 test shall be appropriate for the area being compacted. 32 3) Testing shall be representative of the current lift being compacted. 33 4) Special attention should be placed on edge conditions. 34 c. For Embankments not under future pavement or structures: 35 1) The City will perform density testing once working day when compaction 36 operations are being conducted. 37 2) The testing lab shall take a minimum of 3 density tests. 38 3) Testing shall be representative of the current lift being compacted. 39 d. Make the area where the embankment is being placed available for testing. 40 e. The City will determine the location of the test. 41 f. The City testing lab will provide results to Contractor and the City's Inspector 42 upon completion of the testing. 43 g. A formal report will be posted to the City's BLIZZSaw site within 48 hours. 44 h. Test reports shall include: 45 1) Location of test by station number 46 2) Time and date of test 47 3) Depth of testing 48 4) Field moisture 49 5) Dry density CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 28.2013 312400-9 EMBANKMENTS Page 9 of 9 1 6) Proctor identifier 2 7) Percent Proctor Density 3 B. Non-Conforming Work 4 1. All non-conforming work shall be removed and replaced. 5 3.8 SYSTEM STARTUP [NOT USED] 6 3.9 ADJUSTING [NOT USED] 7 3.10 CLEANING [NOT USED] 8 3.11 CLOSEOUT ACTIVITIES [NOT USED] 9 3.12 PROTECTION [NOT USED] 10 3.13 MAINTENANCE [NOT USED[ 11 3.14 ATTACHMENTS [NOT USED] 12 END OF SECTION 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.2 —Added possible measurement and payment procedures and Blue 12/20/2012 D. Johnson text for instructions on how the methods should be applied 2.2.2.a added GW and SW material classifications 1/28/13 D. Johnson 1.2—Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. 14 CIT Nr OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised January 28,2013 32 13 16.23- I STAMPED CONCRETE PAVING Page I of 4 1 SECTION 32 13 16.23 2 STAMPED CONCRETE PAVING 3 PART1 -GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Dry-shake colored hardener applied to exterior concrete paving surfaces as indicated on 7 Drawings. 8 2. Stamping concrete patterns with special imprinting tools. 9 3. Curing of colored and imprinted concrete. 10 B. Related Sections: 11 1. Section 321320 "Concrete Sidewalks, Driveways and Barrier Free Ramps" for general 12 concrete applications. 13 2. Section 321373 "Joint Sealants"for colored sealant installed in paving joints. 14 3. Section 321313"Concrete Paving" for basic concrete paving requirements. 15 1.2 REFERENCES 16 A. American Concrete Institute(ACI): 17 L ACI 301: Specification for Structural Concrete for Buildings. 18 2. ACI 302.1 R: Recommended Practice for Concrete Floor and Slab Construction. 19 3. ACI 303.1: Standard Specification for Cast-in-Place Architectural Concrete. 20 4. ACI 304: Recommended Practice for Measuring, Mixing, Transporting and Placing of 21 Concrete. 22 5. ACI 305R: Recommended Practice for Hot Weather Concreting. 23 6. ACI 306R: Recommended Practice for Cold Weather Concreting. 24 B. ASTM International (ASTM): 25 1. ASTM C 260: Standard Specification for Air Entraining Admixtures for Concrete. 26 2. ASTM C 309: Standard Specification for Liquid Membrane-Forming Compounds for Curing 27 Concrete. 28 3. ASTM C 979: Standard Specification for Pigments for Integrally Colored Concrete. 29 C. Portland Cement Association(PCA): 30 1. PA124: Finishing Concrete with Color and Texture. 31 1.3 SUBMITTALS 32 A. Product Data: For the following products: 33 1. Dry-shake colored hardener. 34 2. Antiquing release agent. 35 3. Liquid release agent. 36 4. Imprinting/Texturing tools. 37 5. Curing compound and sealer. 38 B. Design Mixes: For each type of concrete. CITY OF FORT WORTH Blue Mound Road And Willow Springs Road STAMPED CONC'RF.TF PAVING City Project No.02161 32 13 16.23-2 STAMPED CONCRETE PAVING Page 2 of 4 1 C. Samples for initial Selection: Manufacturer's color charts showing full range of colors available. 2 D. Samples for initial Selection of Joint Sealant: Manufacturer's color charts showing full range of 3 colors available for city specified joint sealant. 4 E. Qualification Data: For manufacturer and installer. 5 1.4 QUALITY ASSURANCE 6 A. installer Qualifications: Minimum 5 years of documented experience with work of similar scope 7 and complexity required by this Project and acceptable to,or certified by, stamped concrete paving 8 manufacturer. 9 B. Publications: Comply with applicable requirements of ACi 301 and PCA PA 124. 10 C. Material Source: Obtain each specified material from the same source. 11 D. Notification: Give a minimum 7 calendar days' notice to manufacturer's authorized field 12 representative before date established for commencement of work. 13 E.Stamped Concrete Paving Mockups: 14 1. Provide individual mockups for each color and pattern required. 15 2. Contractor to provide three(3) 1'xI' samples of the selected color and pattern and two similar 16 color samples for City approval prior to pavement being poured. 17 L5 DELIVERY,STORAGE,AND HANDLING 18 A. Deliver products in original factory unopened, undamaged packaging bearing identification of 19 product, manufacturer,batch number,and expiration date as applicable. 20 B. Store products in a location protected from damage, construction activity, and adverse 21 environmental conditions according to manufacturer's current recommendations. 22 1. imprinting tools must be stored flat, textured face up,with no objects resting on top. 23 C. Handle products according to manufacturer's printed instructions. 24 1.6 PROJECT CONDITIONS 25 A. Schedule placement to minimize exposure to wind and hot sun before curing materials are applied. 26 B. Do not place concrete if rain,frost,or snow is forecast within 24 hours of placement. Protect fresh 27 concrete from moisture and freezing conditions. 28 C. Compliance Standards: ACi 305R and ACI 306R. 29 30 PART 2- PRODUCTS 31 2.1 CONCRETE MiX DESIGN 32 A. General: Refer to Section 321320 "Concrete Paving" for basic concrete paving requirements, 33 including formwork, reinforcement,concrete materials, and mixing. 34 B. Do not add calcium chloride to concrete mix. 35 C. Use of fly ash as a cement replacement may be acceptable, subject to manufacturer's current 36 recommendations. 37 D. Do not add water to the mix in the field. CITY OF FORT WORTH Blue Mound Road And Willow Springs Road STAMPED CONCRETE.PAVING City Project No.02161 321316.23-3 STAMPED CONCRETE PAVING Page 3 of 4 1 PART 3- EXECUTION 2 3.1 SUBGRADE PREPARATION 3 A. Subgrade to receive stamped concrete paving work must be well drained and have adequate, 4 uniform loadbearing characteristics. 5 1. Verify grading will ensure a uniform concrete thickness during concrete placement. 6 B. At the time of concrete placement, subgrade must be moist, completely consolidated, and tree from 7 frost. If necessary, subgrade may be dampened with water prior to placement; however, 8 freestanding water or soft, muddy,or frozen ground in not pennissible. 9 3.2 CONCRETE PLACEMENT 10 A. General: Place and spread concrete to completely fill all space inside forms. Move concrete into 1 1 place with square-tipped shovels or concrete rakes. 12 B. Prior to appearance of excess moisture or bleed water, screed concrete with wood or magnesium 13 straight edge or mechanical vibrating screed. 14 C. Continue concrete surface leveling and consolidation with highway magnesium straight edge and 15 (or) magnesium bull float. 16 D. Mechanically float concrete surfaces to required flatness and levelness as soon as concrete surface 17 has taken its initial set and will support weight of a power float machine equipped with float shoes 18 or combination blades and operator. 19 1. Comply with ACI 302.1R for acceptable tolerances. 20 E. Completed concrete placement to result in an open surface suitable to receive colored hardener. 21 3.3 STAMPED CONCRETE PAVING INSTALLATION 22 A. Apply 2/3 of dry-shake colored hardener at specified application rate to freshly floated concrete 23 surface. Bleed water must not be present during or following application of first and second dry- 24 shake applications. 25 B. Do not throw dry-shake colored hardener material; distribute evenly by hand or mechanical 26 spreader designed to apply floor hardeners. Mechanical spreader manufacturer as acceptable to 27 stamped concrete paving manufacturer. 28 C. As soon as dry-shake material has absorbed moisture, indicated by uniform darkening of surface, 29 mechanically float concrete surface a second time, just enough to bring moisture from base slab 30 through dry-shake color hardener. 31 D. Immediately following second floating, apply remaining 1/3 of dry-shake colored hardener at 32 specified application rate. If applied by hand,broadcast in opposite direction of first application for 33 a more uniform coverage. If a mechanical spreader is used, apply in same manner as previously 34 described. 35 E. As soon as dry-shake material has absorbed moisture, mechanically float concrete surface a third 36 time. 37 F. Do not add water to the surface. 38 G. Begin imprinting operations immediately after applying dry-shake colored hardener, according to 39 manufacturer's written instructions, including application of powder antiquing release agent. 40 3.4 SEALING 41 A. Prior to sealing,the following conditions must be present: 42 1. Release agent has been removed. CITY OF FORT WORTH Blue Mound Road And Willow Springs Road STAMPED CONCRETE PAVING City Project No.02161 32 13 16.23-4 STAMPED CONCRETE PAVING Pane 4 of 4 1 2. Moisture content of concrete is low enough that alkali and other salts do not become trapped 2 beneath sealer. This will require a minimum of 28 days subsequent to concrete placement, or 3 longer if required. 4 3. No evidence of free water on concrete surfaces to receive curing and sealing compound. 5 B. Seal imprinted concrete with liquid membrane curing and sealing compounds as recommended by 6 manufacturer. 7 C. Apply two coats of specified curing and scaling compound according to manufacturer's written 8 instructions. 9 3.5 PROTECTION OF FINISHED WORK 10 A. Prohibit foot or vehicular traffic on the newly imprinted concrete surface. 11 B. Protect floor surface from damage throughout remainder of construction period until Final 12 Acceptance of the work. If a covering material is necessary, surfaces must remain uncovered for a 13 minimum of four days after which they may be covered with a new, smooth, nonstaining reinforced 14 kraft curing paper. Plastic sheeting is unacceptable as a covering material. 15 3.6 SCHEDULE 16 A. Refer to Drawings for locations of stamped concrete paving applications. 17 END OF SECTION 18 CITY OF FORT WORTH Blue Mound Road And Willow Springs Road STAMPED CONC'RF.TF PAVING City Project No.02161 3305 14- 1 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Pave I of 7 I SECTION 33 05 14 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO 3 GRADE 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. 1.2.A.8.c—Added items 10, 11, and 12 to include the replacement of frame and I t cover, traffic rated top slab, replacement of existing appurtenances where 12 indicated in the drawings,for existing structures 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the 15 Contract 16 2. Division 1 —General Requirements 17 3. Section 32 01 17—Permanent Asphalt paving Repair 18 4. Section 32 01 29—Concrete Paving Repair 19 5. Section 33 05 10— Utility Trench Excavation, Embedment and Backfill 20 6. Section 33 05 13 —Frame, Cover and Grade Rings 21 7. Section 33 39 10—Cast-in-Place Concrete Manholes 22 8. Section 33 39 20—Precast Concrete Manholes 23 9. Section 33 12 20—Resilient Seated(Wedge) Gate Valve 24 10. Section 33 12 21 —AWWA Rubber-Seated Butterfly Valve 25 11. Section 33 04 11 —Corrosion Control Test Station 26 12. Section 33 04 12— Magnesium Anode Cathodic Protection System 27 1.2 PRICE AND PAYMENT PROCEDURES 28 A. Measurement and Payment 29 1. Manhole—Minor Adjustment 30 a. Measurement 31 1) Measurement for this Item shall be per each adjustment using only grade 32 rings or other minor adjustment devices to raise or lower a manhole to a 33 grade as specified on the Drawings. 34 b. Payment 35 1) The work performed and the materials furnished in accordance with this 36 Item will be paid for at the unit price bid per each "Manhole Adjustment, 37 Minor"completed. 38 c. The price bid shall include: 39 1) Pavement removal 40 2) Excavation CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 330514-2 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Paec 2 of 7 1 3) Hauling 2 4) Disposal of excess material 3 5) Grade rings or other adjustment device 4 6) Reuse of the existing manhole frame and cover 5 7) Furnishing, placing and compaction of embedment and backfill 6 8) Concrete base material 7 9) Permanent asphalt patch or concrete paving repair, as required 8 10) Clean-up 9 2. Manhole - Major Adjustment 10 a. Measurement 11 1) Measurement for this Item shall be per each adjustment requiring structural 12 modifications to raise or lower a manhole to a grade as specified on the 13 Drawings. 14 b. Payment 15 1) The work performed and the materials furnished in accordance with this 16 Item will be paid for at the unit price bid per each "Manhole Adjustment, 17 Major" completed. 18 c. The price bid shall include: 19 1) Pavement removal 20 2) Excavation 21 3) Hauling 22 4) Disposal of excess material 23 5) Structural modifications, grade rings or other adjustment device 24 6) Reuse of the existing manhole frame and cover 25 7) Furnishing, placing and compaction of embedment and backfill 26 8) Concrete base material 27 9) Permanent asphalt patch or concrete paving repair, as required 28 10) Clean-up 29 3. Manhole - Major Adjustment with Frame and Cover 30 a. Measurement 31 1) Measurement for this Item shall be per each adjustment requiring structural 32 modifications to raise or lower a manhole to a grade specified on the 33 Drawings or structural modifications for a manhole requiring a new frame 34 and cover, often for changes to cover diameter. 35 b. Payment 36 1) The work performed and the materials furnished in accordance with this 37 Item will be paid for at the unit price bid per each "Manhole Adjustment, 38 Major w/Cover" completed. 39 c. The price bid shall include: 40 1) Pavement removal 41 2) Excavation 42 3) Hauling 43 4) Disposal of excess material 44 5) Structural modifications, grade rings or other adjustment device 45 6) Frame and cover 46 7) Furnishing, placing and compaction of embedment and backfill 47 8) Concrete base material 48 9) Permanent asphalt patch or concrete paving repair, as required 49 10) Clean-up CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 33 05 14-3 ADJUSTING MANHOLES.INLETS,VALVE BONES,AND OTHER STRUCTURES TO GRADE Page 3 of 7 1 4. Inlet 2 a. Measurement 3 1) Measurement for this Item shall be per each adjustment requiring structural 4 modifications to inlet to a grade specified on the Drawings. 5 b. Payment 6 1) The work performed and the materials furnished in accordance with this 7 Item will be paid for at the unit price bid per each"Inlet Adjustment' 8 completed. 9 c. The price bid shall include: 10 1) Pavement removal 11 2) Excavation 12 3) Hauling 13 4) Disposal of excess material 14 5) Structural modifications 15 6) Furnishing, placing and compaction of embedment and backfill 16 7) Concrete base material, as required 17 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 18 required 19 9) Clean-up 20 5. Valve Box 21 a. Measurement 22 1) Measurement for this Item shall be per each adjustment to a grade specified 23 on the Drawings. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item will be paid for at the unit price bid per each "Valve Box Adjustment' 27 completed. 28 c. The price bid shall include: 29 1) Pavement removal 30 2) Excavation 31 3) Hauling 32 4) Disposal of excess material 33 5) Adjustment device 34 6) Furnishing, placing and compaction of embedment and backfill 35 7) Concrete base material, as required 36 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 37 required 38 9) Clean-up 39 6. Cathodic Protection Test Station 40 a. Measurement 41 1) Measurement for this Item shall be per each adjustment to a grade specified 42 on the Drawings. 43 b. Payment 44 1) The work performed and the materials furnished in accordance with this 45 Item will be paid for at the unit price bid per each "Cathodic Protection 46 Test Station Adjustment' completed. 47 c. The price bid shall include: 48 1) Pavement removal 49 2) Excavation CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02 16 1 Revised December 20,2012 3305 14-4 ADJUSTING MANHOLES.INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 4 of 7 1 3) Hauling 2 4) Disposal of excess material 3 5) Adjustment device 4 6) Furnishing, placing and compaction of embedment and backfill 5 7) Concrete base material, as required 6 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 7 required 8 9) Clean-up 9 7. Fire Hydrant 10 a. Measurement 1 1 1) Measurement for this Item shall be per each adjustment requiring stem 12 extensions to meet a grade specified by the Drawings. 13 b. Payment 14 1) The work performed and the materials furnished in accordance with this 15 Item will be paid for at the unit price bid per each "Fire Hydrant Stem 16 Extension"completed. 17 c. The price bid shall include: 18 1) Pavement removal 19 2) Excavation 20 3) Hauling 21 4) Disposal of excess material 22 5) Adjustment materials 23 6) Furnishing, placing and compaction of embedment and backfill 24 7) Concrete base material, as required 25 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 26 required 27 9) Clean-up 28 8. Miscellaneous Structure 29 a. Measurement 30 l) Measurement for this Item shall be per each adjustment requiring structural 31 modifications to said structure to a grade specified on the Drawings. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item will be paid for at the unit price bid per each "Miscellaneous Structure 35 Adjustment' completed. 36 c. The price bid shall include: 37 1) Pavement removal 38 2) Excavation 39 3) Hauling 40 4) Disposal of excess material 41 5) Structural modifications 42 6) Furnishing, placing and compaction of embedment and backfill 43 7) Concrete base material 44 8) Permanent asphalt patch or concrete paving repair, as required 45 9) Clean-up 46 10) Replacement hinged frame and cover 47 1 1) Replacement traffic rated top slab 48 12) Replacement of appurtenances as indicated in the drawings CITY OF FORT WORTH Blue Mound Road and willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 33 05 14-5 ADJUSTING MANHOLES.INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 5 of 7 1 1.3 REFERENCES 2 A. Definitions 3 1. Minor Adjustment 4 a. Refers to a small elevation change performed on an existing manhole where the 5 existing frame and cover are reused. 6 2. Major Adjustment 7 a. Refers to a significant elevation change performed on an existing manhole 8 which requires structural modification or when a 24-inch ring is changed to a 9 30-inch ring. 10 B. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 2. Texas Commission on Environmental Quality(TCEQ): 15 a. Title 30, Part 1, Chapter 217, Subchapter C, Rule 217.55 — Manholes and 16 Related Structures. 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED[ 18 1.5 SUBMITTALS [NOT USED[ 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED[ 20 1.7 CLOSEOUT SUBMITTALS [NOT USED[ 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED[ 22 1.9 QUALITY ASSURANCE [NOT USED[ 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED[ 24 1.11 FIELD [SITE[ CONDITIONS [NOT USED[ 25 1.12 WARRANTY [NOT USED[ 26 PART 2 - PRODUCTS 27 2.1 OWNER-FURNISHED 10111 OWNER-SUPPLIED PRODUCTS [NOT USED[ 28 2.2 MATERIALS 29 A. Cast-in-Place Concrete 30 1. See Section 03 30 00. 31 B. Modifications to Existing Concrete Structures 32 1. See Section 03 80 00. 33 C. Grade Rings 34 1. See Section 33 05 13. 35 D. Frame and Cover CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 33 05 14-6 ADJUSTING MANHOLES.INLETS,VALVE BOXES,.AND OTHER STRUCTURES TO GRADE Page 6 of 7 1 1. See Section 33 05 13. 2 E. Backfill material 3 1. See Section 33 05 10. 4 F. Water valve box extension 5 1. See Section 33 12 20. 6 G. Corrosion Protection Test Station 7 1. See Section 33 04 11. 8 H. Cast-in-Place Concrete Manholes 9 1. See Section 33 39 10. 10 1. Precast Concrete Manholes 11 1. See Section 33 39 20. 12 2.3 ACCESSORIES ]NOT USED] 13 2.4 SOURCE QUALITY CONTROL ]NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS ]NOT USED] 16 3.2 EXAMINATION 17 A. Verification of Conditions 18 1. Examine existing structure to be adjusted, for damage or defects that may affect 19 grade adjustment. 20 a. Report issue to City for consideration before beginning adjustment. 21 3.3 PREPARATION 22 A. Grade Verification 23 1. On major adjustments confirm any grade change noted on Drawings is consistent 24 with field measurements. 25 a. If not, coordinate with City to verify final grade before beginning adjustment. 26 3.4 ADJUSTMENT 27 A. Manholes, Inlets, and Miscellaneous Structures 28 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 29 30-inch frame and cover assembly per TCEQ requirement. 30 2. On manhole major adjustments, inlets and miscellaneous structures protect the 31 bottom using wood forms shaped to fit so that no debris blocks the invert or the 32 inlet or outlet piping in during adjustments. 33 a. Do not use any more than a 2-piece bottom. 34 3. Use the least number of grade rings necessary to meet required grade. 35 a. For example, if a 1-foot adjustment is required,use 2 6-inch rings, not 6 2-inch 36 rings. 37 b. The maximum height of adjustment shall be no more than 12 inches for any 38 combination of grade rings. If 12 inches is required, use 3 —4 inch rings. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 330514-7 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Paee 7 of 7 1 B. Valve Boxes 2 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 3 the Drawings. 4 C. Backfill and Grading 5 1. Backfill area of excavation surrounding each adjustment in accordance to Section 6 3305 10. 7 D. Pavement Repair 8 1. If required pavement repair is to be performed in accordance with Section 32 01 17 9 or Section 32 01 29. 10 3.5 REPAIR/ RESTORATION ]NOT USED] 11 3.6 RE-INSTALLATION ]NOT USED] 12 3.7 FIELD 10R] SITE QUALITY CONTROL ]NOT USED] 13 3.8 SYSTEM STARTUP (NOT USED] 14 3.9 ADJUSTING ]NOT USED] 15 3.10 CLEANING ]NOT USED] 16 3.11 CLOSEOUT ACTIVITIES ]NOT USED] 17 3.12 PROTECTION ]NOT USED] 18 3.13 MAINTENANCE ]NOT USED] 19 3.14 ATTACHMENTS ]NOT USED) 20 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A-Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover;Added 12/20-2012 D.Johnson items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4- Pavement repair requirements were added 9;20/2017 Norwood 3.4.3 Eliminate 24 inch requirement for maximum chimney height adjustment. 3.4.4.6 Add requirement for maximum height of grade rings to be 12 inches or 3-4 inch rings 21 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 Revised December 20,2012 33 05 30- 1 LOCATION OF EXISTING UTILITIES Page I of 4 1 SECTION 33 05 30 2 LOCATION OF EXISTING UTILITIES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Locating and verifying the location and elevation of the existing underground 7 utilities that may conflict with a facility proposed for construction by use of: 8 a. Exploratory Excavation 9 b. Vacuum Excavation 10 B. Deviations from this City of Fort Worth Standard Specification I 1 1. Modified Section 3.2.A 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 —General Requirements 16 3. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Exploratory Excavation of Existing Utilities 20 a. Measurement 21 1) Measurement for this Item shall be per each excavation performed as 22 identified in the Drawings, or as directed. 23 b. Payment 24 1) The work performed and materials furrl]shed in accordance with this Item 25 and measured as provided under"Measurement"will be paid for at the unit 26 price bid per each "Exploratory Excavation for Existing Utilities" specified. 27 c. The price bid shall include: 28 1) Grade survey 29 2) Pavement removal 30 3) Excavation 31 4) Utility Location 32 5) Hauling 33 6) Disposal of excess material 34 7) Furnishing, placing and compaction of embedment 35 8) Furnishing, placing and compaction of backfill 36 9) Clean-up 37 10) Surface restoration 38 2. Vacuum Excavation of Existing Utilities 39 a. Measurement 40 1) Measurement for this Item shall be per each excavation performed as 41 identified in the Drawings, or as directed. 42 b. Payment CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised December 20,2012 33 05 30-2 LOCATION OF EXISTING UTILITIES Paee 2 o1`4 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement" will be paid for at the unit 3 price bid per each "Vacuum Excavation" specified. 4 c. The price bid shall include: 5 1) Grade survey 6 2) Pavement removal 7 3) Vacuum Excavation 8 4) Utility Location 9 5) Hauling 10 6) Disposal of excess material 11 7) Furnishing, placing and compaction of embedment 12 8) Furnishing, placing and compaction of backfill 13 9) Clean-up 14 1O) Surface restoration 5 1.3 REFERENCES 16 A. Definitions 17 1. Exploratory Excavation: Previously called "D-Hole"within the City, a method 18 used to locate existing underground utility as shown on the plans through the use of 19 standard excavation equipment. 20 2. Vacuum Excavation: Method used to locate existing underground utility as shown 21 on the plans through the use of geophysical prospecting equipment such as vacuum 22 excavation. 23 B. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of this 26 Specification, unless a date is specifically cited. 27 2. American Society of Civil Engineers(ASCE) 28 a. ASCE Publication CI/ASCE 38 (Standard Guideline for the Collection and 29 Depiction of Existing Subsurface Utility Data) 30 1.4 ADMINISTRATIVE REQUIREMENTS 31 A. Coordination 32 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for 33 Exploratory Excavation of Existing Utilities. 34 2. Coordinate location of all other existing utilities within vicinity of excavation prior 35 to commencing Exploratory Excavation. 36 3. Coordinate staking of Exploratory Excavations with City at least 1 week prior to 37 commencement. 38 B. Sequencing 39 1. Exploratory Excavations shall be conducted prior to the construction of the entire 40 project. 41 C. Scheduling 42 l. For critical utility locations, the City may choose to be present during excavation. 43 2. Alter schedule for Exploratory Excavation of Existing Utilities to accommodate 44 City personnel. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised December 20,2012 33 05 30-3 LOCATION OF FXISTING UTILITIES Page 3 of 4 1 1.5 SUBMITTALS [NOT USEDI 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS 4 A. Report of Utility Location 5 1. Horizontal location of utility as surveyed 6 2. Vertical elevation of utility as surveyed 7 a. Top of utility 8 b. Spring line of utility 9 c. Existing ground 10 3. Material type, diameter and description of the condition of existing utility 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USEDI 12 1.9 QUALITY ASSURANCE [NOT USEDI 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USEDI 14 1.11 FIELD [SITEI CONDITIONS INOT USEDI 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION 20 A. Verification of Conditions 21 1. Verify location of existing utilities in accordance with the General Requirements, 22 the General Notes and the Drawings. 23 2. Prior to construction of water main improvements,field verify existing water 24 main location at connection points, including joint locations, of existing 36" 25 and 16"water main. Contractor to verify if connecting gate valves are 26 operational and anchored prior to proceeding with construction. If water 27 valves are not anchored or non-operational, notify Project Engineer, City of 28 Fort Worth Project Manager, and City Inspector. 29 3.3 PREPARATION 30 A. Coordinate with City Survey, if applicable. 31 3.4 INSTALLATION 32 A. Exploratory Excavation 33 1. Verify location of existing utility at location denoted on the Drawings, or as 34 directed by the City. 35 a. Expose utility to spring line, as necessary. 36 b. Excavate and Backfill Trench for the Exploratory Excavation in accordance 37 with Section 33 05 10. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised December 20,2012 330530-4 LOCATION OF EXISTING UTILITIES Page 4 of 4 I B. Vacuum Excavation 2 1. Verify location of existing utility at location denoted on the Drawings, or as 3 directed by the City. 4 2. Designate the horizontal position of the existing underground utilities that are to be 5 located using geophysical prospecting equipment. 6 a. Acquire record documentation from and coordinate with utility companies, as 7 necessary to locate utility. 8 3. Perform excavation in general accordance with the recommended practices and 9 procedures described in ASCE Publication CI/ASCE 38. 10 C. Upon completion of the utility locating, submit a report of the findings. 11 D. If location of utility is in conflict with the Drawings, notify the City Project Manager 12 for appropriate design modifications. 13 E. Place embedment and backfill in accordance with Section 33 05 10. 14 F. Once necessary data is obtained, immediately restore surface to existing conditions to: 15 1. Obtain a safe and proper driving surface, if applicable 16 2. Ensure the safety of the general public 17 3. The satisfaction of the City 18 3.5 REPAIR/ RESTORATION [NOT USED[ 19 3.6 RE-INSTALLATION [NOT USED[ 20 3.7 FIELD [011) SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED1 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Title-Exploratory Excavation of Utilities changed to Location of Existing Utilities 1.2- Added Measurement of Payment for Vacuum Excavation 12/20/2012 D.Johnson 1.3—Added Definitions 3.4 - Added requirements for Vacuum Excavation 29 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised December 20,2012 331225- I CONNECTION TO EXISTING WATER MAINS Page I of 8 I SECTION 33 12 25 2 CONNECTION TO EXISTING WATER MAINS 3 PART l - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Connection to existing water mains to include, but not limited to: 7 a. Cutting in a tee for a branch connection 8 b. Extending from an existing water main 9 c. Installing a tapping sleeve and valve 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. Modified Section 1.4.13.1 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 —General Requirements 16 3. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains 17 4. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 18 5. Section 33 05 30— Location of Existing Utilities 19 6. Section 33 11 05—Bolts, Nuts, and Gaskets 20 7. Section 33 11 10—Ductile Iron Pipe 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Connection to an existing unpressurized Fort Worth Water Distribution System 24 Main that does not require the City to take part of the water system out of service 25 a. Measurement 26 1) This Item is considered subsidiary to the water pipe being installed. 27 b. Payment 28 1) The work performed and the materials furnished in accordance with this 29 Item are subsidiary to the unit price bid per linear foot of water pipe 30 complete in place, and no other compensation will be allowed. 31 2. Connection to an existing pressurized Fort Worth Water Distribution System Main 32 that requires a shutdown of some part of the water system 33 a. Measurement 34 1) Measurement for this Item shall be per each connection completed. 35 b. Payment 36 1) The work performed and the materials furnished in accordance with this 37 Item shall be paid for at the unit price bid per each"Connection to Existing 38 Water Main" installed for: 39 a) Various sizes of existing water distribution main CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised February 6,2013 331225-2 CONNECTION TO EXISTING WATER MAINS Page 2 of 8 1 c. The price bid shall include all aspects of making the connection including, but 2 not limited to: 3 1) Preparing submittals 4 2) Dewatering 5 3) Exploratory excavation (as needed) 6 4) Coordination and notification 7 5) Remobilization 8 6) Temporary lighting 9 7) Polyethylene encasement 10 8) Make-up pieces 11 9) Linings 12 10) Pavement removal 13 1 1) Excavation 14 12) Hauling 15 13) Disposal of excess material 16 14) Clean-up 17 15) Cleaning 18 16) Disinfection 19 17) Testing 20 3. Connection to an existing pressurized Fort Worth Water Distribution System Main 21 by Tapping Sleeve and Valve: 22 a. Measurement 23 1) Measurement for this Item shall be per each connection completed. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the unit price bid per each"Tapping Sleeve and 27 Valve" installed for: 28 a) Various sizes of connecting main 29 b) Various sizes of existing water distribution main 30 c. The price bid shall include all aspects of making the connection including, but 31 not limited to: 32 1) Preparing submittals 33 2) Dewatering 34 3) Exploratory excavation (as needed) 35 4) Coordination and notification 36 5) Tapping Sleeve and Tapping Valve 37 6) Remobilization 38 7) Temporary lighting 39 8) Polyethylene encasement 40 9) Make-up pieces 41 10) Linings 42 1 1) Pavement removal 43 12) Excavation 44 13) Hauling 45 14) Disposal of excess material 46 15) Clean-up 47 16) Cleaning 48 17) Disinfection 49 18) Testing CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised February 6,2013 33 12 25-3 CONNECTION TO EXISTING WATER MAINS Paee 3 of 8 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. American Society of Mechanical Engineers (ASME): 7 a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250) 8 3. ASTM International (ASTM): 9 a. A36, Standard Specification for Carbon Structural Steel. 10 b. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting for 11 High Temperature or High Pressure Service and Other Special Purpose 12 Applications 13 c. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 14 Pressure or High Temperature Service, or Both 15 d. A242, Standard Specification for High-Strength Low-Alloy Structural Steel. 16 e. A283, Standard Specification for Low and Intermediate Tensile Strength 17 Carbon Steel Plates. 18 f. A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, Low- 19 and Intermediate-Tensile Strength. 20 g. B 117, Standard Practice for Operating Salt Spray(Fog) Apparatus. 21 h. D2000, Standard Classification System for Rubber Products in Automotive 22 Applications. 23 4. American Water Works Association (AWWA): 24 a. C200, Steel Water Pipe -6 IN and Larger. 25 b. C207, Steel Pipe Flanges for Waterworks Service—Sizes 4 IN through 144 IN. 26 c. C213, Fusion-Bonded Epoxy Coating for the Interior and Exterior of Steel 27 Water Pipelines. 28 d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves. 29 5. American Water Works Association/American National Standards Institute 30 (AWWA/ANSI): 31 a. CI05/A21.5, Polyethylene Encasement for Ductile-Iron Pipe Systems. 32 b. Cl I I/A21.1 1, Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and 33 Fittings. 34 c. Cl 15A21/15, Flanged Ductile-Iron Pipe with Ductile Iron or Gray-Iron 35 Threaded Flanges. 36 6. NSF International(NSF): 37 a. 61, Drinking Water System Components— Health Effects. 38 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. 39 (MSS): 40 a. SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping Valves. 41 1.4 ADMINISTRATIVE REQUIREMENTS 42 A. Pre-installation Meetings 43 1. Required for any connections to an existing, pressurized I6-inch or larger City 44 water distribution system main that requires a shutdown of some part of the water 45 system CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised February 6,2013 33 12 25-4 CONNECTION TO EXISTING WATER MAINS Page 4 of 8 1 2. May also be required for connections that involve shutting water service off to 2 certain critical businesses 3 3. Schedule a pre-installation meeting a minimum of 3 weeks prior to proposed time 4 for the work to occur. 5 4. The meeting shall include the Contractor, City Inspector and City Valve Crew. 6 5. Review work procedures as submitted and any adjustments made for current field 7 conditions. 8 6. Verify that all valves and plugs to be used have adequate thrust restraint or 9 blocking. 10 7. Schedule a test shutdown with the City. 11 8. Schedule the date for the connection to the existing system. 12 B. Scheduling 13 1. Schedule work to make all connections to existing 16-inch and larger mains: 14 a. During the period from October 15 through April 15, unless otherwise 15 approved by the City 16 b. During normal business hours from Monday through Friday, unless otherwise 17 approved by the City 18 c. 36"water main shall not be shut down for construction, unless otherwise 19 approved by the city. 20 2. Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior to 21 planned disruption to the existing water system. 22 a. In the event that other water system activities do not allow the existing main to 23 be dewatered at the requested time, schedule work to allow the connection at an 24 alternate time acceptable to the City. 25 1) If water main cannot be taken out of service at the originally requested 26 time, coordination will be required with the City to discuss rescheduling 27 and compensation for mobilization. 28 2) No additional payment will be provided if the schedule was altered at the 29 Contractor's request. 30 1.5 SUBMITTALS 31 A. Submittals shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 33 specials. 34 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 35 A. Product Data, if applicable 36 1. Tapping Sleeve noting the pressure rating and coating system supplied including: 37 a. Dimensions, weights, material list,and detailed drawings 38 b. Maximum torque recommended by the manufacturer for the valve by size 39 B. Submittals 40 1. Provide a detailed sequence of work for 16-inch, or larger, connections if required 41 by City that includes: 42 a. Results of exploratory excavation 43 b. Dewatering CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised February 6,2013 33 12 25-5 CONNECTION TO EXISTING WATER MAINS Page 5 of 8 1 c. Procedure for connecting to the existing water main 2 d. Time period for completing work from when the water is shut down to when 3 the main is back in service 4 e. Testing and repressurization procedures 5 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe 6 must be certified and provide Welding Certificates, upon request, in accordance 7 with AWWA C200. 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED] 10 1.9 QUALITY ASSURANCE [NOT USED) 11 1.10 DELIVERY, STORAGE, AND HANDLING 12 A. Storage and Handling Requirements 13 1. Protect parts so that no damage or deterioration occurs during a prolonged delay 14 from the time of shipment until installation is completed. 15 2. Protect all equipment and parts against any damage during a prolonged period at the 16 Site. 17 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly 18 built and securely bolted thereto. 19 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 20 5. Prevent plastic and similar brittle items from being exposed to direct Sunlight and 21 extremes in temperature. 22 6. Secure and maintain a location to store the material in accordance with Section 01 23 6600. 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY 26 A. Manufacturer Warranty 27 1. Manufacturer's warranty shall be in accordance with Division 1. 28 PART 2 - PRODUCTS 29 2.1 OWNER-FURNISHED IoH] OWNER-SUPPLIED PRODUCTS [NOT USED] 30 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 31 A. Manufacturers 32 1. Only the manufacturers as listed by the City's Standard Products List will be 33 considered as shown in Section 01 60 00. 34 a. The manufacturer must comply with this Specification and related Sections. 35 2. Any product that is not listed on the Standard Products List is considered a 36 substitution and shall be submitted in accordance with Section 01 25 00. 37 B. Description CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised February 6,2013 33 12 25-6 CONNECTION TO EXISTING WATER MAINS Page 6 of 8 1 1. Regulatory Requirements 2 a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of 3 this Specification. 4 b. All valve components in contact with potable water shall conform to the 5 requirements of NSF 61. 6 C. Tapping Sleeve Materials 7 1. Body 8 a. Body: Carbon Steel per ASTM A283 Grade C,ASTM A285 Grade C,ASTM 9 A36 Steel or equal 10 b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion 11 applied per AWWA C213. 12 c. All buried tapping sleeves shall be provided with polyethylene encasement in 13 accordance with AWWA/ANSI C105/A21.5. 14 1) Polyethylene encasement shall be in accordance with Section 33 11 10. 15 2. Flange 16 a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME 17 B16.1 Class 125. 18 b. Recessed for tapping valve per MSS SP-60 19 3. Bolts and Nuts 20 a. Flanged Ends 21 1) Meet requirements of AWWA Cl 15 or AWWA C207 depending on pipe 22 material. 23 2) Provide bolts and nuts in accordance with Section 33 11 05. 24 4. Gaskets 25 a. Provide gaskets in accordance with Section 33 11 05. 26 5. Test Plug 27 a. 3/4-inch NPT carbon steel with square head and fusion bonded epoxy coating 28 2.3 ACCESSORIES [NOT USED] 29 2.4 SOURCE QUALITY CONTROL INOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS INOT USED] 32 3.2 EXAMINATION 33 A. Verification of Conditions 34 1. Verify by exploratory excavation, if needed, that existing water main is as depicted 35 in the Drawings and that the location is suitable for a connection to the existing 36 water main. 37 a. Excavate and backfill trench for the exploratory excavation in accordance with 38 33 05 10. 39 2. Verify that all equipment and materials are available on—site prior to the shutdown 40 of the existing main. CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised February 6,2013 331225-7 CONNECTION TO EXISTING WATER MAINS Page 7 of R 1 3. Pipelines shall be completed, tested and authorized for connection to the existing 2 system in accordance with Section 33 04 40. 3 3.3 PREPARATION [NOT USED) 4 3.4 INSTALLATION 5 A. General 6 1. Upon disruption of the existing water main, continue work until the connection is 7 complete and the existing water main is back in service. 8 B. Procedure 9 1. Expose the proposed connection point in accordance with Section 33 05 10. 10 2. Dewater the existing water line so the chlorinated water is not unlawfully ll discharged. 12 3. Maintain the water that may bleed by existing valves or plugs during installation 13 within the work area to a reasonable level. 14 a. Control the water in such a way that it does not interfere with the proper 15 installation of the connection or create a discharge of chlorinated water. 16 4- If any discharge of chlorinated water occurs, discharged water shall be de- 17 chlorinated in accordance with Section 33 04 40 18 5. Cut and remove existing water main in order to make the connection. 19 6. Verify that the existing pipe line is suitable for the proposed connection. 20 7. Place trench foundation and bedding in accordance with 33 05 10. 21 8. In the event that a tapping sleeve and valve is used, the coupon from the existing 22 water main shall be submitted to the City. 23 9. Prevent embedment, backfill, soil, water or other debris form entering the pipeline. 24 10. Establish thrust restraint as provided for in the Drawings. 25 11. Clean and disinfect the pipeline associated with the connection in accordance with 26 Section 33 04 40. 27 12. Place embedment to the top of the pipe zone. 28 13. Request that the City Valve Crew re-pressurize the pipeline. 29 14. Directionally flush the connection in accordance with Section 33 04 40. 30 15. Request that City Valve Crew open all remaining valves. 31 3.5 REPAIR/RESTORATION [NOT USED] 32 3.6 RE-INSTALLATION [NOT USED] 33 3.7 FIELD 10141 SITE QUALITY CONTROL [NOT USED{ 34 3.8 SYSTEM STARTUP [NOT USED] 35 3.9 ADJUSTING [NOT USED] 36 3.10 CLEANING [NOT USED] 37 3.11 CLOSEOUT ACTIVITIES [NOT USED] CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised February 6,2013 33 12 25-8 CONNECTION TO EXISTING WATER MAINS Pace 8 of R 1 3.12 PROTECTION [NOT USED] 2 3.13 MAINTENANCE [NOT USED 3 3.14 ATTACHMENTS [NOT USEDI 4 END OF SECTION 5 Revision Log DATE NAME SUMMARY OF CHANGE 12/30/3012 D.Johnson 2.2.C.3 and 4 Added reference to Section 33 11 05 and removed bolt,nut and gasket material speci fication 2!6/2013 D.Townsend 3.4.6.4 Modified to refer to Section 33 04040 6 CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PrQiect No.02161 Revised February 6,2013 999900- 1 ADDITIONAL SPECIFICATIONS Page I of I 1 SECTION 99 99 00 2 MISCELLANEOUS CONSTRUCTION FORCE ACCOUNT 3 4 9999.0021 MISCELLANEOUS CONSTRUCTION FORCE ACCOUNT 5 Items bid as Force Accounts shall consist of miscellaneous construction adjustments and other 6 non-subsidiary items requested for construction by the City of Fort Worth and at the direction of 7 the City Project Manager. The payment for the miscellaneous work shall be approved prior to 8 invoicing for payment. For any work that isn't already a bid item, the Contractor shall submit to 9 the Project Manager a Lump Sum Price that is accompanied by a breakdown of Labor and 10 Material that shows how the Lump Sum Price was produced. After any Lump Sum items have 11 been approved, the Contractor shall submit a standard City of Fort Worth Change Order form for 12 approval. After the Change Order has been approved by the City of Fort Worth, the Contractor 13 shall submit for payment. The inclusion of this item does not guarantee full or partial payment of 14 the amount in the Proposal Form without authorization of the City of Fort Worth. 15 END OF SECTION CITY OF FORT WORTH Blue Mound Road and Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02161 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised July 1,2011 EXHIBIT "A" RIGHT-OF-WAY Part of DBE Realty Investments, LTD. tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas; and being a portion of that tract of land described in Special Warranty Deed to DBE Realty Investments, LTD recorded in Instrument No. D203065407 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202, (2011) based on observations made on February 3, 2015 with a combined scale factor of 1.00012): BEGINNING, at a PK-Nail found at the southwest corner of said DBE Realty Investments, LTD. tract and the northwest corner of "Tract #2" described in Correction Warranty Deed to Jarvis H. Porter recorded in Instrument No. D198158398 of said Official Public Records; said point being the intersection of the centerline of Blue Mound Road (an apparent 45-foot wide prescriptive right-of-way) and the centerline of Willow Springs Road (a 50-foot wide right-of-way recorded in Book 5, Page 262 of the Commissioners Court Minutes of Tarrant County, Texas); THENCE, North 00 degrees, 30 minutes, 44 seconds West, along the west line of said DBE Realty Investments, LTD. tract and the said centerline of Willow Springs Road, a distance of 1,170.63 feet to a PK-Nail found for the northwest corner of said DBE Realty Investments, LTD. tract; said point being in the southwest right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way); THENCE, North 89 degrees, 29 minutes, 32 seconds East, departing said centerline of Willow Springs Road and along the north line of said DBE Realty Investments, LTD. tract and the said southwest line of U.S. Highway No. 81 and No. 287, a distance of 23.24 feet to a point for corner; THENCE, North 63 degrees, 11 minutes, 43 seconds East, continuing along said north line of DBE Realty Investments, LTD.tract and said southwest line of U.S. Highway No.81 and No. 287,a distance of 30.89 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, South 01 degrees, 14 minutes, 02 seconds East, departing the said north line of DBE Realty Investments, LTD. tract and the said southwest line of U.S. Highway No. 81 and No. 287, a distance of 807.02 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, South 10 degrees, 09 minutes, 02 seconds East, a distance of 185.80 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner at the beginning of a curve to the left; THENCE, in a southeasterly direction, with said curve, having a central angle of 35 degrees, 22 minutes, 42 seconds, a radius of 255.00 feet, a chord bearing and distance of South 27 degrees, 50 minutes, 23 seconds East, 154.97 feet, an arc distance of 157.45 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner at the beginning of a compound curve to the left; THENCE, in a easterly direction, with said compound curve, having a central angle of 60 degrees, 21 minutes, 58 seconds, a radius of 85.00 feet, a chord bearing and distance of South 75 degrees, 42 minutes, 43 seconds East, 85.47 feet, an arc distance of 89.55 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner at the end of said curve; THENCE, North 74 degrees, 06 minutes, 18 seconds East, a distance of 64.36 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 89 degrees, 04 minutes, 35 seconds East, a distance of 307.43 feet to a 1/2-inch iron rod with "PACHECO KOCH"cap set at an angle point; PAGE 1 OF 2 EXHIBIT "A" RIGHT-OF-WAY Part of DBE Realty investments, LTD. tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, South 89 degrees, 56 minutes, 55 seconds East, a distance of 261.16 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set at an angle point; THENCE, South 89 degrees, 44 minutes, 17 seconds East, a distance of 518.58 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; North 25 degrees, 37 minutes, 08 seconds East, a distance of 94.62 feet to a 1/2-inch iron rod with "PACHECO KOCH"cap set for corner in the northeast line of said DBE Realty Investments, LTD. tract and the said southwest line of U.S. Highway No. 81 and No. 287; THENCE, South 51 degrees, 48 minutes, 42 seconds East, along said northeast line of DBE Realty Investments, LTD. tract and said southwest line of U.S. Highway No. 81 and No. 287, a distance of 47.80 feet to a brass disc stamped "TXDOT" found for the most easterly corner of said DBE Realty Investments, LTD. tract; THENCE, South 19 degrees, 24 minutes, 48 seconds West, along the east line of said DBE Realty Investments, LTD. tract, a distance of 98.93 feet to a 1/2-inch iron rod found for the most easterly southeast corner of said DBE Realty Investments, LTD. tract; said point being in the apparent north right-of-way line of said Blue Mound Road; THENCE, North 89 degrees, 56 minutes, 55 seconds West, along the south line of said DBE Realty Investments, LTD. tract and the said apparent north line of Blue Mound Road, a distance of 171.34 feet to a point for corner; THENCE, South 00 degrees, 25 minutes, 23 seconds East, departing said apparent north line of Blue Mound Road and along the said south line of DBE Realty Investments LTD. tract, a distance of 20.59 feet to a railroad spike found for corner in the said centerline of Blue Mound Road; THENCE, North 89 degrees, 56 minutes, 55 seconds West, along said south line of DBE Realty Investment, LTD. tract, said centerline of Blue Mound Road and the north line of said Jarvis H. Porter tract, a distance of 1,269.09 feet to the POINT OF BEGINNING; CONTAINING: 3.620 acres or 157,687 square feet of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. �� OF •r,6 �P.•G�STEq••;f9 �., aul Daniel Date PAUL DANIEL Registered Professional Land Surveyor No. 6534 •6534 . ... Pacheco Koch Consulting Engineers, Inc. q:;'o,�. ?�� 6100 Western Place, #1001, Fort Worth TX 76107 ��••s u a �`� (817)412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX1.doc 3661-15.010EX1.dwg cae PAGE 2 OF 2 MATCHLINE SEE PAGE EXHO p 07 "B" " APPROXIMATE LOCATION 50-FOOT RIGHT-OF-WAY EASEMENT (SK. 5, PG. 262) (C.C.M.T.C.T.) M 20' CITY OF FORT WORTH (O WATER MAIN EASEMENT O 30 60 120 p (INST. NO. D203127622) :N o GRAPHIC SCALE IN FEET 3 0 OD 171 di LEGEND O _` PROPERTY— — PROPERTY LINE EASEMENT RIGHT—OF—WAY POINT FOR CORNER LINE (/1 (UNLESS OTHERWISE NOTED) M (3.620 ACRES) IRS - 1/2-INCH IRON ROD W/ � (157,687 SF) "PACHECO KOCH" CAP SET Z (C.M.) - CONTROLLING MONUMENT d=35'22'42" COUNTY COMMISSIONERS (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, IRS R=255.00' TEXAS W L=157.45' z o ® T=81.33' o CB=S 27'50'23" E CL DBE REALTY INVESTMENTS, LTD. Z Z N CD=154.97 (INST. NO. D203065407) Q X60'21'58" Z v I R=85.00' 3L=89.55' T=49.44' }m CB=S 75'42'43" E lwz s >N CD=85.47' E N 89'04 35 E}Z ( 3 IRS �4"06' IRS 307.43'_ 64.N 'n IRS o ~ W M A a N 2 1 PK-NAIL FOUND � (C.M.) 99 i a^ APPARENT 45-FOOT (COUNTY ROAD NO. 4047) I- 3 vii o= PRESCRIPTIVE RIGHT-OF-WAY Q i a o I (NO RECORD OF DEDICATION FOUND) ! Wf N 89'56'55" W TRACT #2 acs POINT OF 1,269.09' JAR VIS H. PORTER waa I (INST. N0. D198158398) M Ad F^INN/NG Nom_ oThe undersigned, Registered Professional Land 1. A metes and bounds description of even Surveyor, hereby certifies that this plat of survey date herewith accompanies this plat surveyaccurately sets out the metes and 'ti••0F. r46 of survey. Y A,Q:••G18.Tfq••:�q Y bounds of the dedication tract described. gr e� Fa•..J, 2. Bearing system for this survey is based on PAUL DANIEL the Texas State Plane Coordinate System — a ....................... • •• NAD 83, North Central Zone 4202, based on 6534 p..; observations made on February 3, 2015 with V*.ORE8S�Q*.-O a combined scale factor of 1.00012. Paul Daniel Date ti�•••g U RNA N Registered Professional RIGHT-OF-WAY Land Surveyor No. 6534 PART OF DBE REALTY Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 INVESTMENTS, LTD. TRACT FORT WORTH, TX 76107 817.412.7155 TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS--10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 LiDRA*N BY CHECKED BY SCALE DATE JOB AVAWER TARRANT COUNTY, TEXAS CAE PD 1'=60' JUNE 2015 3661-15.010 PAGE 1 OF 4 EKNOB07 IVBW I PK-NAIL FOUND N 89'29'32" E (c.M.) 23.24' N 63'11'43" E 30.89' � RS 35g� •� C; y D,s Cy V;coo i� f > ss + Ld QNB w \ +0 N cV j.��' • r O p Z I 00 0 M V) O O Z APPROXIMATE LOCATION 50-FOOT 4 RIGHT-OF-WAY EASEMENT (SK. 5, PG. 262) �I 20' CITY OF FORT WORTH WATER MAIN EASEMENT (INST. NO. D203127622) 0 30 60 120 RIGHT-OF-WAY GRAPHIC SCALE IN FEET (3.620 ACRES) (157,687 SF) LEGEND n I� — - - PROPERTY LINE EASEMENT LINE 0 - POINT FOR CORNER (UNLESS OTHERWISE NOTED) IRS 1/2-INCH IRON ROD W/ "PACHECO KOCH" CAP SET DBE REALTY INVESTMENTS, LTD. (C.M.) - CONTROLLING MONUMENT (INST. N0. D203065407) COUNTY COMMISSIONERS ® (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, TEXAS o J ' IRS I.s I � w MATCHLINE (SEE PAGE 1) NOTES: i 1. A metes and bounds description of even survey date herewith accompanies this plat of survey. 2. Bearing system for this survey is based on the Texas State Plane Coordinate System — NAD 83, North Central Zone 4202, based on a observations made on February 3, 2015 with a combined scale factor of 1.00012. I RIGHT-OF-WAY z PART OF DBE REALTY Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 INVESTMENTS, LTD. TRACT FORT WORTH, TX 76107 817.412.7155 1X REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 z DRAW*BY I CHECKED BY SCALE DATE JOB N/MBER TARRANT COUNTY, TEXAS o CAE PD 1"=60, JUNE 2015 3661-15.010 PAGE 2 OF 4 a 0 30 60 120 GRAPHIC SCALE IN FEET LEGEND -- — -- PROPERTY LINE EASEMENT LINE DBE REALTY INVESTMENTS, LTD. 0 POINT FOR CORNER (UNLESS OTHERWISE NOTED) (INST. NO. D203065407) IRS - 1/2-INCH IRON ROD W/ "PACHECO KOCH" CAP SET (C.M.) - CONTROLLING MONUMENT COUNTY COMMISSIONERS (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, TEXAS RIGHT-OF-WAY APPARENT 45-FOOT 3.620 ACRES) PRESCRIPTIVE RIGHT-OF-WAY W (NO RECORD OF (157,6$7 SF) CD DEDICATION FOUND) o a N 89'04'35" E 307.43' S 89'56'55" E 261.16' LD X a IRs I a o W N LLI W G W J Z o = J N U = J ~ I COUNTY ROAD NO. 40471 N 89'56'55" W 1,269-09' Q C3 C1 c ENERGY TRANSFER FUEL. LP (INST. NO. D207097493) c0 / NOTES: TRACT #2 1. A metes and bounds description of even JAH. PORTER survey dote herewith accompanies this plat (INST.. NO N0. 0198158398) of survey. 2. Bearing system for this survey is based on the Texas State Plane Coordinate System — NAD 83, North Central Zone 4202, based on observations made on February 3, 2015 with a combined scale factor of 1.00012. r c4 RIGHT-OF-WAY PART OF DBE REALTY Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 INVESTMENTS, LTD. TRACT FORT WORTH. TX 76107 817.412.7155 TX REG. ENGINEERING RRM F-469 LOCATED IN THE CITY OF FORT WORTH, HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 J Z DRAWLY BY I CHECKED BY SCALE DATE JOB NbABER TARRANT COUNTY, TEXAS a CAE PD 1"=60' JUNE 2015 3661-15.010 PAGE 3 OF 4 ENNOBOT N G& ' yj 0 30 60 120 G'y XROD1/2-INCH IRON GRAPHIC SCALE IN FEET FOUND LEGEND — – – PROPERTY LINE EASEMENT LINE O POINT FOR CORNER (UNLESS OTHERWISE NOTED) IRS - 1/2-INCH IRON ROD W/ "PACHECO KOCH" CAP SET C.M.) - CONTROLLING MONUMENT *5 6.. COUNTY COMMISSIONERS I (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, a TEXAS W DBE REALTY INVESTMENTS, LTD. S P (INST. NO. D203065407) IRS Ir .�'• C4 1 }Z I F APPARENT 45-FOOT PRESCRIPTIVE w RIGHT—OF—WAY RIGHT-OF-WAY3.620 ACRES) a'" ML1J BSTAMPEDC (NO RECORD OF CV "TXDOT" FOUND ? DEDICATION FOUND) (157,687 SF) 2 3 (C.M.) X f a IRS S 89'44'17" E 51'8.58' IRS c, .�" cn oN obi � w o Z 1/2-INCH IRON " = N 89'56'55" W 171.34' ROD FOUND X: _ _ BLUE M�OU D 00'25' �E a N 89'56'55" W 1,269:09' 20.59' COUNTY RAIL ROAD - -NO. 40471- 3 I SPIKE FOUND (C.M.) o I ENERGY TRANSFER FUEL, LP (INST. NO. D207097493) - J M � ___._ � NOT 0 1. A metes and bounds description of even survey date herewith accompanies this plat of survey. TRACT #2 2. Bearing system for this survey is based on JARVIS H. PORTER the Texas State Plane Coordinate System — (INST. NO. D198158398) NAD 83, North Central Zone 4202, based on observations made on February 3, 2015 with a combined scale factor of 1.00012. M RIGHT-OF-WAY 0 6100 WESTERN PUCE, SU ITE 1001 PART OF DBE REALTY Pacheco Koch FORT WORTH, TX 76107 817.+127155 INVESTMENTS, LTD. TRACT TX REG. ENGINEERING FlRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS 01J, TX REG. SURVEYING FlRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 DRAWLY BY I CHECKED BY SCALE DATE JOB AvANER TARRANT COUNTY, TEXAS CAE PD 1"=60' JUNE 2015 3661-15.010 PAGE 4 OF 4 DWG FILE: - x . WG EXHIBIT "A" TRACT 1 AND TRACT 2 RIGHT-OF-WAY Part of Jarvis H. Porter tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas TRACT 1: Being a right-of-way dedication situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas and being a portion of that tract of land described as Tract #2 in Correction Warranty Deed to Jarvis H. Porter recorded in Instrument No. D198158398 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System- NAD 83, North Central Zone 4202(2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): BEGINNING, at a PK-Nail found at the northwest corner of said Porter tract and the southwest corner of that tract of land described in Special Warranty Deed to DBE Realty Investments, LTD recorded in Instrument No. D203065407 of said Official Public Records; said point being the intersection of the centerline of Blue Mound Road (an apparent 45-foot wide prescriptive right-of-way) and the centerline of Willow Springs Road (a 50-foot wide right-of-way recorded in Book 5, Page 262 of the Commissioners Court Minutes of Tarrant County, Texas); THENCE, South 89 degrees, 56 minutes, 55 seconds East, along the north line of said Porter tract, south line of said DBE Realty Investments, LTD. tract and the said centerline of Blue Mound Road, at a distance of 1,269.09 feet passing a Rail Road Spike found, continuing in all a total distance of 1,496.70 feet to a point for the northeast corner of said Jarvis H. Porter tract; THENCE, South 00 degrees, 24 minutes, 52 seconds East, departing said centerline of Blue Mound Road and continuing along the said north line of the Porter tract, a distance of 25.00 feet to a point for corner in the apparent south line of said Blue Mound Road; THENCE, South 76 degrees, 50 minutes, 52 seconds East, continuing along said north line of the Porter tract and along the southwest right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way), a distance of 213.27 feet to a brass disc stamped "TXDOT" found for the most easterly northeast corner of said Jarvis H. Porter tract; THENCE, North 85 degrees, 40 minutes, 36 seconds West, departing said north line of the Porter tract and the said southwest line of U.S. Highway No. 81 and No. 287, a distance of 286.51 feet to a 1/2- inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 85 degrees, 23 minutes, 46 seconds West, a distance of 220.52 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 89 degrees, 58 minutes, 05 seconds West, a distance of 470.47 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, South 82 degrees, 21 minutes, 31 seconds West, a distance of 318.14 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, South 77 degrees, 43 minutes, 19 seconds West, a distance of 235.11 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for the beginning of a curve to the left; THENCE, in a southwesterly direction, with said curve, having a central angle of 78 degrees, 17 minutes, 25 seconds, a radius of 100.00 feet, a chord bearing and distance of South 38 degrees, 34 minutes, 44 seconds West, 126.25 feet, an arc distance of 136.64 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner at the end of said curve; PAGE 1 OF 3 EXHIBIT "A" TRACT 1 AND TRACT 2 RIGHT-OF-WAY Part of Jarvis H. Porter tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, South 00 degrees, 33 minutes, 55 seconds East, a distance of 273.69 feet to a 1/2-inch iron rod with "PACHECO KOCH"cap set in the north line of that tract of land described in General Warranty Deed to Northwest Independent School District recorded in Instrument No. D208092668 of said Official Public Records; said point being the northwest corner of Lot 1, Block 1, NISD High School No. 3 Addition, an addition to the City of Fort Worth according to the plat recorded in Instrument No. D215015203 of the said Official Public Records; THENCE, North 89 degrees, 56 minutes, 36 seconds West, a distance of 103.02 feet to a point for the northwest corner of said Northwest Independent School District tract;said point being in said centerline of Willow Springs Road; THENCE, North 00 degrees, 30 minutes, 44 seconds West, along the west line of said Porter tract and said centerline of Willow Springs Road, a distance of 499.90 feet to the POINT OF BEGINNING; CONTAINING: 3.173 acres or 138,236 square feet of land, more or less. TRACT 2: Being a right-of-way dedication situated in the James Righty Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas and being a portion of that tract of land described as Tract #2 in Correction Warranty Deed to Jarvis H. Porter recorded in Instrument No. D198158398 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): COMMENCING, at a PK-Nail found at the northwest corner of said Porter tract and the southwest corner of that tract of land described in Special Warranty Deed to DBE Realty Investments, LTD recorded in Instrument No. D203065407 of said Official Public Records; said point being the intersection of the centerline of Blue Mound Road (an apparent 45-foot wide prescriptive right-of-way) and the centerline of Willow Springs Road (a 50-foot wide right-of-way recorded in Book 5, Page 262 of the Commissioners Court Minutes of Tarrant County, Texas); THENCE, South 00 degrees, 30 minutes, 44 seconds East, along the west line of said Porter tract and said centerline of Willow Springs Road, a distance of 1,298.90 feet to the POINT OF BEGINNING; said point being the most northerly southwest corner of that tract of land described in General Warranty Deed to Northwest Independent School District recorded in Instrument No. D208092668 of the said Official Public Records; THENCE, North 89 degrees, 50 minutes, 44 seconds East, departing the said centerline of Willow Springs Road and along a south line of said Northwest Independent School District tract, a distance of 79.82 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, South 00 degrees, 33 minutes, 55 seconds East, departing the said south line of Northwest Independent School District, a distance of 384.01 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner in a north line of said Northwest Independent School District tract; from said point a 1/2-inch iron rod with "BEASLEY" cap found for an interior corner of said Northwest Independent School District tract bears North 89 degrees, 50 minutes, 44 seconds East, a distance of 348.17 feet; PAGE 2 OF 3 EXHIBIT "A" TRACT 1 AND TRACT 2 RIGHT-OF-WAY Part of Jarvis H. Porter tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, South 89 degrees, 50 minutes, 44 seconds West, along the said north line of the Northwest Independent School District tract, a distance of 80.17 feet to a point for corner in the west line of said Porter tract and the centerline of said Willow Springs Road; THENCE, North 00 degrees, 30 minutes, 44 seconds West, along the said west line of Porter tract and the said centerline of Willow Springs Road, a distance of 384.01 feet to the POINT OF BEGINNING; CONTAINING: 0.705 acres or 30,719 square feet of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the right-of-way dedication described. OFpe / PisrF •.;rq Paulni Date �?r'e�G p�°':P . Registers Professional Land ,Surveyor No. 6534 ......•••••.••••�••• PAUL DANIEL Pacheco Koch Consulting Engineers, Inc. 6100 Western Place, #1001, Fort Worth TX 761079 qo 6534 apo (817)412-7155 tio•. s s;°�� TX Reg. Surveying Firm LS-10008001 s u R 3661-15.010EX2.d0c 3661-15.010EX2.dwg cae PAGE 3 OF 3 � pf�.B.(TRACT 1�lr�WD o 07 16016 DBE REALTY INVESTMENTS, LTD. 4NML P.O.C.(TRACT 2) (INST. NO. D203065407) PK — S 89'56'55" E— ———— ——--—----�NFAPPARENT 45—FOOT 1496.70'_ PRESCRIPTIVE RIGHT-Of-WAY BLUE MOUND ROAD{ NO RECORD OF DEDICATION FOUND 1 9 a w J N W rI Z (o C", O 10 W O) �) _ Z O QN II � (I ET Y 0 7 7 3 Q I Q oZ 4 " I -0Q. aIRs 235,11 o .\'1tip0 Z Q TRACT 1 �� RIGHT-OF-WAY tkl#k 3.173 ACRES (138,236 SF) Uj IRS G� G APPROXIMATE LOCATION 50-FOOT 0 30 60 120 RIGHT-OF-WAY EASEMENT (8K. 5, PG. 262) (� (C.C.M.T.C.T.) GRAPHIC SCALE IN FEET s Z w LEGEND a; n PART OF TRACT #2 — _ _ — PROPERTY LINE JARVIS H. PORTER EASEMENT LINE to co (INST. NO. D198158398) 0 POINT FOR CORNER M (UNLESS OTHERWISE NOTED) M IRS - 1/2-INCH IRON ROD W/ N "PACHECO KOCH" CAP SET O (C.M.) - CONTROLLING MONUMENT o J n a rrI 20' CITY OF FORT WORTH P.O. .B - POINT OF BEGINNING „� WATER MAIN EASEMENT (INST. NO. D203267586) P.O.C. - POINT OF COMMENCING I l COUNTY COMMISSIONERS 40 M 9 MATCHUNE (SEE PAGE 5) (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, TEXAS o The undersigned, Registered Professional Land ` Surveyor, hereby certifies that this plat of OF T 1. A metes and bounds description of even survey accurately sets out the metes and t�•••••••• f bounds of the dedication tract described. ,4,Q;�G1srfq� q survey date herewith accompanies this plat o•;s of survey. ......: . < •PAUL DANIEL 2. Bearing system for this survey is based on r- ""................ the Texas State Plane Coordinate System — a, 6534 �PvO NAD 83, North Central Zone 4202, based on 9ij.'•fEss��•�-\ observations made on February 3, 2015 with _ u D el Date • S U ItN� a combined scale factor of 1.00012. Regis red Professional Land Surveyor No. 6534 RIGHT-OF-WAY c 6100WESTERN PLACE, SUITE 1001 PART OF JARVIS H. PORTER TRACT Pacheco Koch FORT WORTH, TX 76107 817.412.7155 > TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 r DRAWN BY I CHECKED BY SCALE DATE JOB AMIANER TARRANT COUNTY, TEXAS CAE PD 1"=60' JUNE 2015 3661-15.010 PAGE 1 OF 6 EXHO 07 0 30 60 120 GRAPHIC SCALE IN FEET DBE REALTY INVES?MENTS, LTD. LEGEND (INST. NO. D203065407) — — — PROPERTY LINE EASEMENT LINE 0 POINT FOR CORNER (UNLESS OTHERWISE NOTED) IRS - 1/2-INCH IRON ROD W/ "PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT P.O.B. - POINT OF BEGINNING APPARENT 45-FOOT /� PRESCRIPTIVE RIGHT-OF-WAY P.O.V. - POINT OF COMMENCING (NO RECORD OF COUNTY COMMISSIONERS DEDICATION FOUND) (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, TEXAS /1 r w — - -- -- - - - -- - --- - ►� <r BLUE MOUND ROAD S 69'56'55" E 1,496.70' � a. Q w a N Z IRS N 89'58'05" W 'w I = 470.47' Q S 8221�31,� ENERGY TRANSFER FUEL, LP V 14 (INST. NO. D207097493) IRS 318. 15 II- - - " TRACT 1 -_ — -- - - - - - - --- - - - -� S 77'4319 W RIGHT-OF-WAY 235.11' M 3.173 ACRES W (138,236 SF) N O 3 O C1 O lo lD In PART OF TRACT #2 n JARVIS H. PORTER (INST. NO. D198158398) NOTES: O 1. A metes and bounds description of even survey date herewith accompanies this plat of survey. a 2. Bearing system for this survey is based on the Texas State Plane Coordinate System — NAD 83, North Central Zone 4202, based on I observations made on February 3, 2015 with a combined scale factor of 1.00012. 0 rr RIGHT-OF-WAY Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 PART OF JARVIS H. PORTER TRACT FORT WORTH, TX 76107 817.412.7155 TX REG, ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 J �I DRAMW BY CHECKED BY SCALE DATE JOB HUAA9ER TARRANT COUNTY, TEXAS o CAE PD 1"=60' JUNE 2015 3661-15.010 PAGE 2 OF 6 a DWG FILE: 36611-15.0107727) C XHO o U7 1 I 0 30 60 120 GRAPHIC SCALE IN FEET LEGEND I f ' — — — PROPERTY LINE EASEMENT LINE I ( DBE REALTY INVESTMENTS, LTD. 0 POINT FOR CORNER (INST. NO. D203065407) (UNLESS OTHERWISE NOTED) I , IRS - 1/2-INCH IRON ROD W/ "PACHECO KOCH" CAP SET CONTROLLING MONUMENT P.O.B. - POINT OF BEGINNING 5 P.O.C. - POINT OF COMMENCING I W V COUNTY COMMISSIONERS I n I (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, ( W p BRASS DISC `EXAS L o STAMPED c I "TXDOT' FOUND / IY o (C.M.) }Z I w N RAIL ROAD 1/2-INCH IRON SPIKE FOUND ROD FOUND X - -BLUE WAN RDD S 89'56'55" E 1,496.70' La IL 0 ww `W iOnj r..i `U) N w I N 89'58'05" W 'Rs N z 85' 3'46" w 220.52' z o = APPARENT 45-FOOT 470.47 APPARENT 45-FOOT IRS (, PRESCRIPTIVE ENERGY TRANSFER FUEL, LP PRESCRIPTIVE RIGHT-OF-WAY > ' RIGHT-OF-WAY (INST. NO. D207097493) NO RECORD OF > Q NO RECORD N 85'40'36" W OF J DEDICATION FOUND) Q �EtAL�llolsl'0U136j`— - - - 286.51 TRACT 1 RIGHT-OF-WAY 3.173 ACRES (138,236 SF) M NOTES: PART OF TRACT #2 JARVIS H. PORTER 1. A metes and bounds description of even (INST. NO. D198158398) survey date herewith accompanies this plat of survey. a 2. Bearing system for this survey is based on Ln the Texas State Plane Coordinate System — NAD 83, North Central Zone 4202, based on observations made on February 3, 2015 with a combined scale factor of 1.00012. 4 N Pacheco Koch 6100 WESTERN PUCE, SUITE 1001 RIGHT-OF-WAY FORT woRTH, rx 76107 817.412.7155 PART OF JARYIS H. PORTER TRACT Iommumompf qr TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT N0, 1268 DRAWLY BY CHECKED BY SCALE DATE JOB NUANER TARRANT COUNTY, TEXAS CAE PD 1'=60' JUNE 2015 3661-15.010 PAGE 3 OF 6 50 L : 3 1-1 1 LEGEND — — — PROPERTY LINE EASEMENT LINE POINT FOR CORNER -NLESS OTHERWISE NOTED) IRS - '/2-INCH, IRON ROD W/ "PACH'ECO :(OCH" CAP SET (C.M.) - CONTROLL'NG MCNUMENT P.O.B. - POINT OF BEGINNING P.O.C. - PCINT OF COMMENCING COUNTY COMMISSIONERS (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, TEXAS M S 00'24'52" E a 25.00' BLUE MOUND ROAD W (COUNTY ROAD NO. 4047) W N BRASS DISC STAMPED v S76-50 "TXDOT" FOUND (C.M.) G Z �6 3p052,. 'tr E 213.27, y�G, r` hyo ti� I N 85.40036" W 286.51' 9�9 yo �' PART Or TRACT #2 <1ti'o �ARV,S H. PORT=R ? yo (INS-. %0. D198158398) ���sr it a" �! TRACT 1 \ ��9 J RIGHT-OF-WAY 3.173 ACRES \ (138,236 SF) ;o \ r N O N U } W N r 3 i a 0 0 30 60 120 GRAPHIC SCALE IN FEET NOTES: r 1. A metes and bounds description of even survey date herewith accompanies this plat of survey. 2. Bearing system for this survey is based on 00 the Texas State Plane Coordinate System — NAD 83, North Central Zone 4202, based on observations made on February 3, 2015 with a combined scale factor of 1.00012. a N FORD WESTERN PLACE, SUITE 'DD' Pacheco Koch RIGHT-OF-WAY FORT WORTH. Tx 76107 817.412.7155 PART OF JARVIS H. PORTER TRACT Tx REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON Tx REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 J z DRAWN BY I CWCKED BY SCALE DATE JOB NI/A6ER TARRANT COUNTY, TEXAS o CAE PD 1"=60' JUNE 2015 3661-15.010 PAGE 4 OF 6 a WG FILED : -1 W EXH07 'B" MATCHLINE (SEE PAGE 1) 0) 0) 0 30 60 120 vi � � n N GRAPHIC SCALE IN FEET V co ?� 20' CITY OF FORT WORTH Li WATER MAIN EASEMENT PART OF TRACT #2 z ow (INST. N0. D203267586)14- JARVIS H. PORTER Q N ( -4- 20 (INST. NO. D198158398) M L0 Z Z M ? O NZ O --jO APPROXIMATE LOCATION 50-FOOT Z V) Z O RIGHT-OF-WAY EASEMENT O v N (BK. 5 PG. 262) Q (C.C.M.T.C. T.) IRS p N 89'56'36" W 1225.10' p � 103.02' ® 0 I I TRACT 1 �C mow, RIGHT—OF—WAY �1=--L 1031 R.O.W.--I 3.173 ACRES �lO I i I (138,236 SF) LOT 1, BLOCK 1 Y Z I NISD HIGH SCHOOL NO. 3 ADDITION Z O I (INST. NO. D215015203) ttl' NORTHWEST INDEPENDENT SCHOOL DISTRICT Q ( i (INST. NO. D208092668) cc LEGEND PROPERTY LINE � EASEMENT LINE dj POINT FOR CORNER Y O (UNLESS OTHERWISE NOTED) IJ f I IRS - 1/2-INCH IRON ROD W/ "PACHECO KOCH" CAP SET CONTROLLING MONUMENT 0 C) I ( I P.O.B. - POINT OF BEGINNING I I ( P.O.C. - POINT OF COMMENCING ^ COUNTY COMMISSIONERS (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, j TEXAS NOTES: 3 1. A metes and bounds description of even survey date herewith accompanies this plat MATCHLINE (SEE PAGE 6) of survey. 2. Bearing system for this survey is based on the Texas State Plane Coordinate System — NAD 83, North Central Zone 4202, based on observations made on February 3, 2015 with a combined scale factor of 1.00012. J RIGHT-OF-WAY J 6100 WESTERN PLACE, SUITE 1001 PART OF JARVIS H. PORTER TRACT Pacheco Koch FORT WORTH, TX 76107 817.412.7155 �! TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 z DRAWN BY I CMECKED BY SCALE DArE JOB NU6WER TARRANT COUNTY, TEXAS CAE PD 1"=60' JUNE 2015 3661-15.010 PAGE 5 OF 6 MATCHLINE (SEE PAGE 5) [EXHO o Q7 o i ( LOT 1, BLOCK 1 b P.O.B. NISD HIGH SCHOOL NO. 3 ADDITION ( ACT+ 2) (INST. NO. D215015203) O I I NORTHWEST INDEPENDENT SCHOOL DISTRICT t` N 89'50'44" E (INST. NO. D208092668) 79.82' IRS 350.41' — — — — — — 20' CITY OF FORT WORTH WATER MAIN EASEMENT (INST. NO. D203267586) 0 30 60 120 O 000 APPROXIMATE LOCATION 50—FOOT GRAPHIC SCALE IN FEET M RIGHT—OF—WAY EASEMENT (BK. 5, PG. 262) _ 3 (C.C.M.T.C.T.) LEGEND PROPERTY LINE r EASEMENT LINE O POINT FOR CORNER ^ Q 4 (UNLESS OTHERWISE NOTED) �. J N :� 00IRS - 1/2-INCH IRON ROD W/ n O M "PACHECO KOCH" CAP SET W (C.M.) - CONTROLLING MONUMENT i z 0Z W PART OF TRACT #2 `n Q N JARVIS H. PORTER P.O.S. - POINT OF BEGINNING ?' Cl o L0 (INST. NO. D198158398) P.O.C. - POINT OF COMMENCING i p C) M COUNTY COMMISSIONERS QZ Z ® M (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, ra -ERAS J � 0 ZN ® NOTES: o O v V)v 1. A metes and bounds description of even survey date herewith accompanies this plat TRACT 2 of survey. RIGHT-OF-WAY ` 0.705 ACRES 2• Bearing system for this survey is based on the Texas State Plane Coordinate System (30,719 SF) — NAD 83, North Central Zone 4202, based on observations made on February 3, 2015 with a combined scale factor of ` 1.00012. 0 1/2—INCH IRON ROD w/ v *BEASLEY" CAP FOUND (C.M IRs N 89'50'44' E 348.17' S 89'50'44" W LOT 1, BLOCK 1 c ` 80.17' NISD HIGH SCHOOL NO. 3 ADDITION I ----�97' R.O.W. - (INST. NO. D215015203) LQ � I II ca RIGHT-OF-WAY Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 PART OF JARVIS H. PORTER TRACT FORT WORTH, TX 76107 817.412.7155 TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 J z DRAWW BYCHECKED BY SCALE DATE ✓OB AtiMMER TARRANT COUNTY, TEXAS a CAE PD 1"=60JUNE 2015 3661-15.010 PAGE 6 OF 6 EXHIBIT "A" RIGHT-OF-WAY Part of HPC Wellington North Development Corporation tract Memphis, EI Paso & Pacific Railroad Survey, Abstract No. 1111 and James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the Memphis, EI Paso & Pacific Railroad Survey, Abstract No. 1111 and James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas; said tract being a portion of that tract of land described in Special Warranty Deed to HPC Wellington North Development Corporation recorded in Instrument No. D215257354 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): COMMENCING, at a PK-nail found in the southwest right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way); said point being the most easterly northeast corner of that tract of land described in Special Warranty Deed to Knox Street Partners No. 15, Ltd recorded in Instrument No. D215257358 of the said Official Public Records and the northwest corner of that tract of land described in Special Warranty Deed to DBE Realty Investments, Ltd. recorded in Instrument No. D203065407 of the said Official Public Records; THENCE, South 00 degrees, 30 minutes, 44 seconds East, departing the said southwest line of U.S. Highway No. 81 and No. 287, along the east line of said Knox Street tract and the west line of said DBE Realty tract, a distance of 510.62 feet to the POINT OF BEGINNING; said point being the northeast corner of said HPC Wellington tract and the southeast corner of said Knox Street tract; THENCE, South 00 degrees, 30 minutes, 44 seconds East, along the east line of the said HPC Wellington tract and continuing along the said west line of the DBE Realty tract, passing at a distance of 660.01 feet a PK-nail at the southwest corner of said DBE Realty tract and the northwest corner of that tract of land described as Tract #2 in the Correction Warranty Deed to Jarvis H. Porter recorded in Instrument No. D198158398 of the said Official Public Records; continuing in all a total distance of 1,159.91 feet to a point for corner; said point being the southwest corner of said Tract #2 and the northwest corner of that tract of land described in General Warranty Deed to Northwest Independent School District recorded in Instrument No. D208092668 of the said Official Public Records; from said point a PK-nail found bears South 87 degrees, 02 minutes west, a distance of 2.1 feet; THENCE, North 89 degrees, 56 minutes, 36 seconds West, departing said east line of the HPC Wellington tract, a distance of 33.66 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner,- THENCE, orner;THENCE, North 05 degrees, 48 minutes, 23 seconds West, a distance of 293.68 feet to a 1/2- inch iron rod with "PACHECO KOCH" cap set for the beginning of a curve to the left; THENCE, In a northwesterly direction along said curve, having a central angle of 81 degrees, 51 minutes, 11 seconds, a radius of 120.00 feet, a chord bearing and distance of North 47 degrees, 12 minutes, 32 seconds West, 157.22 feet, an arc distance of 171.43 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set at the end of said curve,- THENCE, urve;THENCE, North 88 degrees, 08 minutes, 08 seconds West, a distance of 197.95 feet to a 1/2- inch iron rod with "PACHECO KOCH" cap set for corner; PAGE 1 OF 3 EXHIBIT "A" RIGHT-OF-WAY Part of HPC Wellington North Development Corporation tract Memphis, EI Paso & Pacific Railroad Survey, Abstract No. 1111 and James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, North 70 degrees, 05 minutes, 17 seconds West, a distance of 212.90 feet to a 1/2- inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 00 degrees, 29 minutes, 13 seconds West, a distance of 36.43 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 82 degrees, 59 minutes, 37 seconds East, a distance of 201.67 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 89 degrees, 51 minutes, 45 seconds East, a distance of 46.86 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner in the west line of that tract of land described in Warranty Deed to Southwestern Gas Pipeline, Inc. recorded in Instrument No. D204005356 of the said Official Public Records; THENCE, South 00 degrees, 30 minutes, 45 seconds East, along the said west line of Southwestern Gas tract, a distance of 15.86 feet to a 1/2-inch iron rod found at the southwest corner of said Southwestern Gas tract; THENCE, North 89 degrees, 35 minutes, 25 seconds East, along the south line of the said Southwestern Gas tract, a distance of 100.52 feet to a 1/2-inch iron rod found at the southeast corner of said Southwestern Gas tract; THENCE, North 00 degrees, 30 minutes, 17 seconds West, along the east line of said Southwestern Gas tract, a distance of 7.23 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 76 degrees, 17 minutes, 06 seconds East, departing the said east line of Southwestern Gas tract, a distance of 29.96 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for the beginning of a curve to the left; THENCE, In a northeasterly direction along said curve, having a central angle of 53 degrees, 06 minutes, 08 seconds, a radius of 250.00 feet, a chord bearing and distance of North 49 degrees, 44 minutes, 02 seconds East, 223.50 feet, an arc distance of 231.70 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 00 degrees, 29 minutes, 13 seconds West, a distance of 57.00 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 11 degrees 44 minutes, 23 seconds West, a distance of 129.28 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 01 degrees, 10 minutes, 29 seconds West, a distance of 293.39 feet to a 1/2- inch iron rod with "PACHECO KOCH" cap set for corner in the north line of said HPC Wellington tract and the south line of said Knox Street tract; from said point a 5/8-inch iron rod with "JACOBS" cap found bears South 89 degrees, 45 minutes, 48 seconds West, a distance of 471.16 feet; PAGE 2OF3 EXHIBIT "A" RIGHT-OF-WAY Part of HPC Wellington North Development Corporation tract Memphis, EI Paso & Pacific Railroad Survey, Abstract No. 1111 and James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, North 89 degrees, 45 minutes, 48 seconds East, along the said north line of HPC Wellington tract and the said south line of Knox Street tract, a distance of 52.24 feet to the POINT OF BEGINNING; CONTAINING: 122,576 square feet or 2.814 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. •0 F lF ��.•G�STFq••;f,4 Paul Daniel Date "PAUL DANIEL Registered Professional Land Surveyor No. 6534 .6531. Pacheco Koch Consulting Engineers, Inc. ...................... 90F oaP=o 6100 Western Place, #1001, Fort Worth TX 76107A L°• sulk � (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX3.doc 3661-15.010.dwg cae PAGE 3 OF 3 LEGEND PROPERTY LINE EASEMENT LINE ` I PK-NAIL FOUND 0 POINT FOR CORNER I I (C M.) (UNLESS OTHERWISE NOTED) IRS - 1/2-INCH IRON ROD W/ "PACHECO KOCH" CAP SET (C.M.) - CONTROLLING MONUMENT p .0.C. ��j P.O.B. - POINT OF BEGINNING I I ( � J P.O.C. - POINT OF COMMENCING COUNTY COMMISSIONERS (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, Lv > \ TEXASto 114 0 30 60 120 I O 0 LO GRAPHIC SCALE IN FEET 25 Cn KNOX STREET PARTNERS NO. 15, LTD N 89-45 48 E P.O.B. (INST. NO. D215257358) ( 52.24' , —IRs S 00'30'44" E (5/8-INCH IRON ROD W/ -JACOBS- CAP FOUND I o 1,159.91' S 89.45'48" W - 471.1q') (C.M.) ' 20' CITY OF FORT WORTH WATER MAIN EASEMENT (INST. NO. D203127622) �. RIGHT—OF—WAY ' 45' CROSSTEX NORTH TEXAS I I 2.814 ACRES GATHERING L.P. EASEMENT (122,576 SF) (INST. NO. D205346114) I I I 30' SOUTHWESTERN N IK I ® 1 GAS PIPELINE INC. ` APPROXIMATE LOCATION 50-FOOT (INST. NO. D202232846) 3 RIGHT-OF-WAY EASEMENT HPC WELLINGTON NORTHI 262) DEVELOPMENT CORPORATION (C.0.c.M.T.C.T.) (INST. N0. D215257354) D) DBEREALTY NOIND20 065407) TD. Q I r) a i r K � a I O fL a.< W -.6Z a MATCHLINE (SEE PAGE 2) NOTES: fL LA The undersigned, Registered Professional Land 1. A metes and bounds description of even survey Surveyor, hereby certifies that this plat of date herewith accompanies this plat of survey. survey accurately sets out the metes and �E•�F bounds of the dedication tract described. �p��%STE,�Ffiq 2. Bearing system for this survey is based on the `'' °•''r Texas State Plane Coordinate System — NAD - PAUL••DANIEL• 83, North Central Zone 4202, based on / observations made on February 3, 2015 with a 6534 combined scale factor of 1.00012. '•� .. ul D lel ate 94'p'•`.gss!v��� I HT I SU RIGHT-OF-WAY R G -OF-WAY Registered Professional Ei Land Surveyor No. 6534 PART OF HPC WELLINGTON NORTH DEVELOPMENT CORPORATION TRACT 6100 WESTERN PLACE, SUITE 1001 LOCATED IN THE CITY OF FORT WORTH, TEXAS Pacheco Koch FORT WORTH, TX 76107 817.412.7155 MEMPHIS, EL PASO & TX REG. ENGINEERING FIRM F-469 PACIFIC RAILROAD, ABSTRACT NO. 1111 DALLAS A WG,Ri,1 . IC JS, TX REG. SURVE`ANG FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 { DRAWN BY CHECKED BY SCALE DATE JOB NUABER TARRANT COUNTY, TEXAS CAE PD 1"=60' DEC. 2015 3661-15.010 PAGE 1 OF 5 FILE- 6 — _EX3.DWCq _,. LEGEND -- — PROPERTYLINE EASEMENT LINE O POINT FOR CORNER (UNLESS OTHERWISE NOTED) IRS - 1/2-INCH IRON ROD W/ "PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCING COUNTY COMMISSIONERS MATCHLINE (SEE PAGE 1) (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, TEXAS 7 3 ( ( S 00'30'44" E / 1,159.91' N M� / 20' CITY OF FORT WORTH HPC WELLINGTON NORTH WATER MAIN EASEMENT DEVELOPMENT CORPORATION 0))I (INST. NO. D2031 2 76 2 2) (INST. NO. D215257354) 0 N +� I 45' CROSSTEX NORTH TEXAS ( ' GATHERING L.P. EASEMENT Z I APPROXIMATE LOCATION (INST. NO. 0205346114) i --# 50-FOOT IRS) �� RIGHT-OF-WAY EASEMENT (BK. 5. PG. 262) II (C.C.M.T.C.T.) 30' SOUTHWESTERN GAS PIPELINE INC. I RIGHT-OF--WAY (INST, NO. D202232846) 2.814 ACRES 3 (122,576 SF) °M N I I N ( DBE REALTY INVESTMENTS, LTD. �t kINST. NO. D203065407) I IRS _ I I N 0029'13" W I 57.00' MATCHLINE (SEE PAGE 3) 0 30 60 120 GRAPHIC SCALE IN FEET L/NE TABLE NOTES: r' 1. A metes and bounds description of even LINE BEAR/NG LENGTH survey date herewith accompanies this plat of survey. L1 N 89'51'45" E 46.86' U L2 S 00'30'45" E 15.86' 2. Bearing system for this survey is based on the Texas State Plane Coordinate System — L3 N 89'35'25" E 100.52' NAD 83, North Central Zone 4202, based on observations made on February 3, 2015 with Q L4 N 00'30'17" W 7.23' a combined scale factor of 1.00012. 00 L5 N 76.17'06" E 29.96' RIGHT-OF-WAY J PART OF HPC WELLINGTON NORTH DEVELOPMENT CORPORATION TRACT 6100WESTERN PLACE, SUITE 1001 LOCATED IN THE CITY OF FORT WORTH, TEXAS Pacheco Koch FORT WORTH, TX 76107 817.412.7155 MEMPHIS, EL PASO & TX REG. ENGINEERING FIRM F-469 PACIFIC RAILROAD, ABSTRACT NO. 1111 DALLAS . TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 Li DRAWN BY CHECKED BY SCALE DATE JOB Nl/ABER TARRANT COUNTY, TEXAS o CAE PD 1"-60' DEC. 2015 3661-15.010 PAGE 2 OF 5 FILE, — . WG LEGEND _ �2�j(1� o o MATCHLINE SEE PAGE 2 PROPERTY LINE N 0029'13" YY EASEMENT LINE I �v O POINT FOR CORNER m ( ' (UNLESS OTHERWISE NOTED) ( z ,� 45' CROSSTEX NORTH TEXAS 57.00 IRS 10 IRS - 1/2-INCH IRON ROD W/ wZ r GATHERING L.P. EASEMENT - V "PACHECO KOCH" CAP SET W w o (INST. NO. D205346i14) I I (C.M.) ppCONTROLLING MONUMENT ( =w o �53�'08" RIGHT—O�—WAY ( • P.O■p. - POINT OF BEGINNING oo a I R=250.00' 2.814 ACRES /� (122 576 SF) P.O.C. - POINT OF COMMENCING ��� L=231'70' q� COUNTY COMMISSIONERS — — T=124.92 J 4 _ (C.C.M.T.C.T.) - MIXUUTES, TARRANT COUNTY,AS CB=N 1 49'44'02" E I % . Ln CD=223.50' z Ln W cp H WELLINGTON ti's �IMo SOUTHWESTERN GAS DEV CL CORPORATION In O W V m (;NST. NO. D215257354) > o PIPELINE, INC. C z (INST. NO. D204005356) (� I rlo IRS L1 J IRS `5 IRS ��Z toIRS W / 2 N 1 N L3 O F J o mI D, a / N PK-NAIL A R I AT 0 0 R JA S ! Y "U FOUND W IG - - A E E M A T O 1 8 (C-M.), W V) C .M .0 ) p A S A C N I w C2 W 0_ Obi x Z 0' H S R (1 T p 7 7 0- � � o S 11 1 Ln S _ = o 3 a = ;0 o () 00 R VI Q C 1 Y C P Y C M T � I Do U 01 - a 8-- Q N 0 T N Z n ' AT R G .P T 1 O. 2 3 1 U Z N IRS <vI RIGHT—OF—WAY N 88'08'08" W 197.5' IRS 2.814 ACRES 0. (122,576 SF) R=120.00' u o 30 60 120 L=1 71.43 M _ T=104.04' j APPROXIMATE LOCATION GRAPHIC SCALE IN FEET CB=N 47-12'32" W 50-FOOT RIGHT-OF-WAY EASEMENT CD=157.22' (BK. 5, PG. 26.) N a (C.C.M.T.C,T.) W MATCHUNE (SEE PAGE 4) L/NE TABLE NOTES: z Q 1. A metes and bounds description of even L//VE BEAR//VG LENGTH survey date herewith accompanies this plat L1 N 89'51'45" E 46.86' of survey. L2 S 00'30'45" E 15.86' 2. Bearing system for this survey is based on the Texas State Plane Coordinate System — L3 N 89'35'25" E 100.52' NAD 83, North Central Zone 4202, based on observations made on February 3, 2015 with L4 N 00'30'17" W 7.23' N a combined scale factor of 1.00012. co L5 N 76'17'06" E 29.96' RIGHT-OF-WAY s PART OF HPC WELLINGTON NORTH DEVELOPMENT CORPORATION TRACT C LOCATED IN THE CITY OF FORT WORTH, TEXAS Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 MEMPHIS, EL PASO & FORT WORTH, TX 76107 817.412.7155 TX REG. ENGINEERING FlRM F-469 PACIFIC RAILROAD, ABSTRACT NO. 1111 )ALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 ORA INN BY I CHECKED BY SCALE DATE JOB NAIBER TARRANT COUNTY, TEXAS CAE PD 1"=60' DEC. 2015 1 3661-15.010 PAGE 3 OF 5 MATCHLINE (SEE PAGE 3) 0=81.51'11" I R=120.00' IRS L=171.43' 20' CITY OF FORT WORTH T=104.04 I WATER MAIN EASEMENT CB=N 4712'32" W 0 (INST. NO. D203267586) 0 30 60 120 CD=157.2' I w II i I GRAPHIC SCALE IN FEET RIGHT—OF—WAY 0 ( LEGEND 2.814 ACRES Z - - - PROPERTY LINE I I EASEMENT LINE (122,576 SF) ' III I - POINT FOR CORNER I (UNLESS OTHERWISE NOTED)IRS I 1/2-INCH IRON ROD W/ p "PACHECO KOCH" CAP SET( (C.M.) - CONTROLLING MONUMENT d I 0 � P.O.B.M ( - POINT OF BEGINNING HPC WELLINGTON NORTH I N I P.O.C. - POINT OF COMMENCING DEVELOPMENT CORPORATION TRACT 2 COUNTY COMMISSIONERS I 3 :3- # (C.C.M.T.C.T.) - MINUTES. TARRANT COUNTY, (INST. N0. D215257354) u I O I JARVIS H. PORTER i-Ex.as (INST. N0. D1981z9g) N ` APPROXIMATE LOCATION 50-FOOT 00 RIGHT-OF-WAY EASEMENT o li� W ( (BK. 5, PG. 262) U-) I O _ ( (C.C.M.T.C.T.) O 45' CROSSTEX M v NORTH TEXAS GATHERING L.P. EASEMENT PK-NAIL FOUND (INST. N0. D205346114) 5 67'02' W - 2.1') m i w z ( IRSfn Q N N 89'56'36" W I LOT 1, BLOCK 1 2 ' NISD HIG SCHOOL NO. 3 ADDITION ~W N 133.66 5'. a �W� ��I �N (INST. NO. D215015203) Li �z ( II �o I ( NORTHWEST INDEPENDENT SCHOOL DISTRICT a a Z ( I I ( o >6< U (IN IST. NO. D208092668) rL� - I I 1 4 e V U I II W I I J I I � &I- �-10R.O.W. LE 30' SOUTHWESTERN ( I J GAS PIPELINE INC. i (INST. NO. D202232846) NOTES: 1. A metes and bounds description of even survey date herewith accompanies this plat a of survey. 2. Bearing system for this survey is based on RIGHT-OF-WAY the Texas State Plane Coordinate System — r NAD 83, North Central Zone 4202, based on PART OF HPC WELLINGTON NORTH observations made on February 3, 2015 with DEVELOPMENT CORPORATION TRACT ti a combined scale factor of 1.00012. LOCATED IN THE CITY OF FORT WORTH, TEXAS Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 MEMPHIS, EL PASO & FORT WORTH, TX 76107 617.412.7155 TX REG. ENGINEERING FIRM F-469 PACIFIC RAILROAD, ABSTRACT NO. 1111 DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 W DRAWN BY I CHECKED BY SCALE DATE JOB N&SWER TARRANT COUNTY, TEXAS C3 CAE PD 1"=60' DEC. 2015 3661-15.010 PAGE 4 OF 5 a I DWG FILE: 3661-15.011M3,511 C�aO o 0� • o HPC WELLINGTON NORTH DEVELOPMENT CORPORATION JAMES RICHLY SURVEY- (INST. NO. D215257354) ABSTRACT NO. 1268 " C 201.6 7 M N 00'29'13" W N 82'5937 G 36.43' IRS Q BLUE MOUND ROAD I P T XI L E A E N O a (COUNTY ROAD NO. 4047) c . . '. . N IRS v MEMPHIS, EL PASO & PACIFIC 4 Z RAIL ROAD SURVEY - ABSTRACT NO. 1111 RIGHT-OF-WAY N v 2.814 ACRES (122,576 SF) 2.90. © HPC WELLINGTON NORTH ' DEVELOPMENT CORPORATION t (INST. NO. D215257354) N u 0 30 60 120 GRAPHIC SCALE IN FEET NOTES; LEGEND 1. A metes and bounds description of even — — — PROPERTY LINE survey date herewith accompanies this plat EASEMENT LINE of survey. O POINT FOR CORNER (UNLESS OTHERWISE NOTED) 2. Bearing system for this survey is based on ci IRS - 1/2-INCH IRON ROD W/ the Texas State Plane Coordinate System — "PACHECO KOCH" CAP SET NAD 83, North Central Zone 4202, based on (C.M.) - CONTROLLING MONUMENT observations made on February 3, 2015 with P.O.B. - POINT OF BEGINNING a combined scale factor of 1.00012. P.O.C. • - POINT OF COMMENCING m COUNTY COMMISSIONERS RIGHT-OF-WAY (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, TEXAS PART OF HPC WELLINGTON NORTH DEVELOPMENT CORPORATION TRACT LOCATED IN THE CITY OF FORT WORTH, TEXAS Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 MEMPHIS, EL PASO & FORT WORTH, TX 76107 817.412.7155 TX REG. ENGINEERING FIRM F-469 PACIFIC RAILROAD, ABSTRACT NO. 1111 DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 Z DRAI4W BY CHECKED BY SCALE DATE JOB NUABER TARRANT COUNTY, TEXAS o CAE 1D 1"=60' DEC. 2015 3661-15.010 PAGE 5 OF 5 R.O.W. DEDICATION_EX3.txt North: 7030542.68' East: 2308653.34' Segment #1 . Line Course: SO°30'44"E Length: 660.01' North: 7029882.69' East: 2308659.24' Segment #2 . Line Course: SO°30'44"E Length: 499.90' North: 7029382.81' East: 2308663.71' Segment #3 . Line Course: N89° 56'36"W Length: 33.66' North: 7029382.85' East: 2308630.05' Segment #4 . Line Course: N5°48' 23"w Length: 293.68' North: 7029675.02' East: 2308600.34' Segment #5 . Curve Length: 171.43' Radius: 120.00' Delta: 81°51'11" Tangent: 104.04' Chord: 157.22' Course: N47°12'32"W Course In: S83°43'04"W Course Out: Nl°51' 52"E RP North: 7029661.89' East: 2308481.06' End North: 7029781.82' East: 2308484.97' segment #6 Line Course: N88°08'08"W Length: 197.95' North: 7029788.26' East: 2308287.12' Segment #7 Line Course: N70°05'17"W Length: 212.90' North: 7029860.77' East: 2308086.95' segment #8 . Line Course: NO°29'13"w Length: 36.43' North: 7029897.20' East: 2308086.64' segment #9 . Line Course: N82°59'37"E Length: 201.67' North: 7029921.80' East: 2308286.80' Segment #10 . Line Course: N89° 51'45"E Length: 46.86' Page 1 R.O.W. DEDICATION_EX3.txt North: 7029921.91' East: 2308333.66' Segment #11 . Line course: SO°30'45"E Length: 15.86' North: 7029906.05' East: 2308333.81' segment #12 . Line course: N89°35'25"E Length: 100. 52' North: 7029906.77' East: 2308434.32' segment #13 . Line course: NO°30'17"W Length: 7.23' North: 7029914.00' East: 2308434.26' Segment #14 . Line course: N76°17'06"E Length: 29.96' North: 7029921.10' East: 2308463.37' segment #15 . curve Length: 231.70' Radius: 250.00' Delta: 53°06'08" Tangent: 124.92' chord: 223. 50' course: N49'44'02"E course In: N13°42' 54"W course out: S66°49'02"E RP North: 7030163.98' East: 2308404.09' End North: 7030065.56' East: 2308633.91' segment #16 . Line course: NO°29'13"W Length: 57.00' North: 7030122.56' East: 2308633.42' segment #17 . Line Course: N11°44'23"W Length: 129.28' North: 7030249.13 ' East: 2308607.12' Segment #18 . Line Course: N1'10'29"W Length: 293.39' North: 7030542.46' East: 2308601.10' Segment #19 . Line Course: N89°45'48"E Length: 52.24' North: 7030542.68' East: 2308653.34' Perimeter: 3271.68' Area: 122576 Sq. Ft. Error Closure: 0.00 Course: N20°40' 59"E Page 2 R.O.W. DEDICATION_EX3.txt Error North: 0.003 East: 0.001 Precision 1: 3249260000.00 Page 3 EXHIBIT "A" TRACT 1 AND TRACT 2 PERMANENT DRAINAGE FACILITY EASEMENT Part of Jarvis H. Porter tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas TRACT 1: Being a permanent drainage facility easement situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas and being a portion of that tract of land described in Correction Warranty Deed to Jarvis H. Porter recorded in Instrument No. D198158398 of the Official Public Records of Tarrant County, Texas; said permanent drainage facility easement being more particularly described as follows(bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202, (2011) based on observations made on February 3, 2015 with a combined scale factor of 1.00012): BEGINNING, at a brass disc stamped "TXDOT" found for the most easterly northeast corner of said Porter tract; said point being the beginning of a non-tangent curve to the right in the southwest right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way); from said point a brass disc stamped "TXDOT" found for the most easterly northeast corner of that tract of land described in Special Warranty Deed to DBE Realty Investments, LTD recorded in instrument No. D203065407 of said Official Public Records, bears North 50 degrees, 59 minutes, 10 seconds West, a distance of 297.81 feet; THENCE, in a southeasterly direction, with said curve, along the east line of said Porter tract and along the said southwest line of U.S. Highway No. 81 and No. 287 having a central angle of 02 degrees, 16 minutes, 12 seconds, a radius of 11,259.16 feet, a chord bearing and distance of South 48 degrees, 56 minutes, 43 seconds East, 446.05 feet, an arc distance of 446.08 feet to a point for corner at the end of said curve; THENCE, North 51 degrees, 10 minutes, 03 seconds West, departing said east line of the Porter tract and the said southwest line of U.S. Highway No. 81 and No. 287, a distance of 83.06 feet to a point for corner; THENCE, North 51 degrees, 31 minutes, 20 seconds West, a distance of 100.51 feet to a point for corner; THENCE, North 47 degrees, 05 minutes, 59 seconds West, a distance of 99.83 feet to a point for corner; THENCE, North 50 degrees, 07 minutes, 10 seconds West, a distance of 149.30 feet to a point for corner,- THENCE, orner;THENCE, North 63 degrees, 02 minutes, 52 seconds West, a distance of 36.92 feet to a point for corner; THENCE, South 85 degrees, 40 minutes, 36 seconds East, a distance of 27.72 feet to the POINT OF BEGINNING; CONTAINING: 3,105 square feet or 0.071 acres of land, more or less. PAGE 1 OF 2 EXHIBIT "A" TRACT 1 AND TRACT 2 PERMANENT DRAINAGE FACILITY EASEMENT Part of Jarvis H. Porter tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas TRACT 2: Being a permanent drainage facility easement situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas and being a portion of that tract of land described in Correction Warranty Deed to Jarvis H. Porter recorded in Instrument No. D198158398 of the Official Public Records of Tarrant County, Texas; said permanent drainage facility easement being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): COMMENCING, at a brass disc stamped "TXDOT" found for the most easterly northeast corner of said Porter tract; said point being in the southwest right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way); from said point a brass disc stamped "TXDOT" found for the most easterly northeast corner of that tract of land described in Special Warranty Deed to DBE Realty Investments, LTD recorded in instrument No. D203065407 of said Official Public Records, bears North 50 degrees, 59 minutes, 10 seconds West, a distance of 297.81 feet; THENCE, North 85 degrees, 40 minutes, 36 seconds West, departing said southwest line of U.S. Highway No. 81 and No. 287, a distance of 105.52 feet to the POINT OF BEGINNING; THENCE, South 04 degrees, 19 minutes, 24 seconds West, a distance of 15.00 feet to a point for corner; THENCE, North 85 degrees, 40 minutes, 36 seconds West, a distance of 169.11 feet to a point for comer; THENCE, North 04 degrees, 19 minutes, 24 seconds East, a distance of 15.00 feet to a point for corner; THENCE, South 85 degrees, 40 minutes, 36 seconds East, a distance of 169.11 feet to the POINT OF BEGINNING; CONTAINING: 2,537 square feet or 0.058 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract described. ��. OF .re aul Daniel Date "PAUL DANIEL Registered Professional Land Surveyor No. 6534 ... .653 v Pacheco Koch Consulting Engineers, Inc. 9 Sof. 6100 Western Place, #1001, Fort Worth TX 76107 yV6-s u' (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX4.doc 3661-15.010 dwg cae PAGE 2OF2 0 30 60 120 G GRAPHIC SCALE IN FEET \ y�/ LEGEND PROPERTY LINE EASEMENT LINE POINT FOR CORNER (UNLESS OTHERWISE NOTED) BRASS DISC STAMPED ` �Q IRS — 1/2—INCH IRON ROD W/ 'TXDOT' FOUND (C.M.) �. • �0 "PACHECO KOCH" CAP SET �CyT���� • �� (C.M.) — CONTROLLING MONUMENT `4. POB — POINT OF BEGINNING q 0) / . POC — POINT OF COMMENCING 9 DBE REALTY INVESTMENTS, LTD. 1/2—INCH IRONV (INST. NO. D203065407) ?9) ROD FOUND 87 LUE MOUND ROAD POB (COUNTY ROAD NO. 4047) (TRACT 1) BRASS DISC STAMPED P.O.B. 'TXDOT' FOUND (C.M.) POC/ (TRACT 2) (TRACT 2) PROPOSED RIGHT—OF—WAY (BY SEPARATE DOCUMENT) S 65'40'36~ E X2'16'120 S 85040'36" E 169.111 27.72' R=11.259.16' N ss'go'3e- w L=448.08' ».ea' — T=223.07' J" N 0419'24" E N 85'40'36" W S 04'19'24" W CB=S 4858'43" E 15.00' 15.00' CD=446.05' TRACT 2 N 63'02'52 IN W DRAINAGE EASEMENT 36.92' la 0.058 ACRES s0 (2,537 SF) TRACT 1 �*b>; La . DRAINAGE EASEMENT �O W TRACT #2 0.071 ACRES W JARVIS H. PORTER (3,105 SF) Z r (jN' T. NO. D198158398) --1 NOTES: 1. A metes and bounds description of even The undersigned, Registered Professional Land survey date herewith accompanies this plat Surveyor, hereby certifies that this plat of �• OFT of survey. survey accurately sets out the metes and .pt•. ,STF Ff bounds of the easement tract described. y:��� .'�Fo 9J, 2. Bearing system for this survey is based on the Texas State Plane Coordinate System — PAULD..... NAD 83, North Central Zone 4202, based on a ••••• •• ••••••• observations made on February 3, 2015 with Z LIS <;° 6534 e a combined scale factor of 1.00012. 90F �'I'V;:O " •.fs8�•.. aul Daniel Date O S U-0 � Registered Professional PERMANENT DRAINAGE Land Surveyor No. 6534 FACILITY EASEMENT Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 PART OF JARVIS H. PORTER TRACT FORT WORTH, TX 76107 817.412.7155 '=�••=^4` v"•wwu ' s�+: TX REG. ENGINEERING FlRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 ORA*N BYCHECKED 8Y BCAIF DATE JOB NUABER TARRANT COUNTY, TEXAS DCP PMD 1"=60' JULY 2015 1 3661-15.010 PAGE 1 OF 2 n DWG FILE; 3861-15.G'0_EX4.DWG w ' 0 30 60 120 C7 Ia a. GRAPHIC SCALE IN FEET W N LEGEND _ v w I — – – PROPERTY LINE EASEMENT LINE Z " O POINT FOR CORNER -3 �/ X2'1612 (UNLESS OTHERWISE NOTED) V I 1r> R=11.259.16' IRS - 1/2-INCH IRON ROD W/ � b "PACHECO KOCH" CAP SET a �� S• L=446.08 (C.M.) - CONTROLLING MONUMENT T=223.07' POB - POINT OF BEGINNING CB=S,�c48'56'43" E ,I CD=446.05' POC - POINT OF COMMENCING 'r DRAINAGE EASEMENT�'�� ~� G� TRACT 1 0.071 ACRES (3,105 SF) S�yO• 04 �'9 `o TRACT #2 J JARMS H. PORTER (INST. NO. D198158398) o � a � 0 4 51 NOTES: + 1. A metes and bounds description of even survey date herewith accompanies this plat of survey. 2. Bearing system for this survey is based on the Texas State Plane Coordinate System — NAD 83, North Central Zone 4202, based on N observations made on February 3, 2015 with N a combined scale factor of 1.00012. I ERMANENT DRAINAGE FACILITY EASEMENT Pacheco Koch 8100 WESTERN PLACE, SUITE 1121 PART OF JARVIS H. PORTER TRACT FORT WORTH, TX 78107 817.412.7155 TX REG. ENGINEERING FlRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 i DRAWN BY CHECKED BY SCALE DATE JOB NUABER TARRANT COUNTY. TEXAS o DCP PMD 1"=60' JULY 2015 3661-15.010 PAGE 2 OF 2 DWG FILE. 3661-15.010__EX4 C'YV EXHIBIT "A" RIGHT-OF-WAY Part of Knox Street Partners No. 15, Ltd tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas; said tract being a portion of that tract of land described in Special Warranty Deed to Knox Street Partners No. 15, Ltd recorded in Instrument No. D215257358 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): BEGINNING, at a PK-nail found for corner in the southwest right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way); said point being the most easterly northeast corner of said Knox Street tract and the northwest corner of that tract of land described in Special Warranty Deed to DBE Realty Investments, Ltd. recorded in Instrument No. D203065407 of the said Official Public Records; THENCE, South 00 degrees, 30 minutes, 44 seconds East, departing the said southwest line of U.S. Highway No. 81 and No. 287, along the east line of said Knox Street tract and the west line of said DBE Realty tract, a distance of 510.62 feet to a point for corner; said point being the southeast corner of said Knox Street tract and the northeast corner of that tract of land described in Special Warranty Deed to HPC Wellington North Development Corporation recorded in Instrument No. D215257354 of the said Official Public Records; from said point a PK-nail found for the southwest corner of said DBE Realty tract bears South 00 degrees, 30 minutes, 44 seconds East, a distance of 660.01 feet; THENCE, South 89 degrees, 45 minutes, 48 seconds West, departing the said DBE Realty tract and along the south line of said Knox Street tract and the north line of said HPC Wellington tract, a distance of 52.24 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; from said point a 5/8 inch iron rod with "JACOBS" cap found for a southwest corner of said Knox Street tract bears South 89 degrees, 45 minutes, 48 seconds West, a distance of 471.16 feet; THENCE, North 01 degrees, 10 minutes, 29 seconds West, departing the said south line of Knox Street tract and the said north line of HPC Wellington tract, a distance of 618.84 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner in the north line of said Knox Street tract and the said southwest line of U.S. Highway No. 81 and No. 287; from said point a brass disc stamped "TxDOT" found for the most northerly northeast corner of said Knox Street tract bears North 26 minutes, 52 seconds, 37 minutes, 53.42 feet; THENCE, South 26 degrees, 52 minutes, 37 seconds East, along said north line of Knox Street tract and the said southwest line of U.S. Highway No. 81 and No. 287, a distance of 81.40 feet to a 5/8-inch iron rod with "JACOBS" cap found for corner; PAGE 1 OF 2 EXHIBIT "A" RIGHT-OF-WAY Part of Knox Street Partners No. 15, Ltd tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, South 33 degrees, 43 minutes, 36 seconds East, continuing along the said north line of Knox Street tract and the said south line of U.S. Highway No. 81 and No. 287, a distance of 42.43 feet to the POINT OF BEGINNING; CONTAINING: 31,119 square feet or 0.714 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. r� E#--e9s Pau! Daniel Date PAUL DANIEL Registered Professional Land Surveyor No. 6534 ........................ 6534 Pacheco Koch Consulting Engineers, Inc. 6100 Western Place, #1001, Fort Worth TX 76107 y° s u R (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX5.doc,3661-15.010.dwg pmd PAGE 2OF2 IRS LEGEND (BRASS DISC D STAMPED I � � W MMO D � u — - - PROPERTY LINE \ TMDOT" FOUND I [/V u u EASEMENT LINE \ N 2652'37" IN 0 POINT FOR CORNER 26 52 37 E (UNLESS OTHERWISE NOTED) ` I I G IRS - 1/2-INCH IRON ROD W/ 81.40' _A "PACHECO KOCH" CAP SET �` 5/8-INCH IRON ROD •�� (C.M.) - CONTROLLING MONUMENT 1 FOUNO(C, )" CAP P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCING " S 33• 3'36" E�<<n COUNTY COMMISSIONERS �iya O (C.C.M.T.C.T.) - MINUTES, TARRANT COUNTY, 42. �I • �/� TEXAS V s �p I04 /\ \ O PK-NAIL FOUND / > \ O (C.M.) / S 06'30'44iE � Z ,� 51 Q.62'� RIGHT-OF-WAY I I I 31.119 SF a (0.714 ACRES) 0 30' SOUTHWESTERN GAS PIPELINE INC. APPROXIMATE LOCATION 50-FOOT pry�i. NO. D202232846) • RIGHT-OF-WAY EASEMENT (BK. 5, PG. 262) KNOX STREET PARTNERS NO. 15, LTD I Q (INST. NO. D215257358) C W DBE REALTY INVESTMENTS, LTD. 0 I 0 ( I (INST. N0, D203065407) 45' CROSSTEX NORTH TEXAS T GATHERING L.P. EASEMENT (INST, NO. D205346114) M A 20' CITY Of FORT WORTH ---k.-WATER MAIN EASEMENT ® I 111 IRS (INST. NO. D203127622) � I I o (5/8-INCH IRI1 ROD 0 W/ -JACOBS- CAP FOUND E` l w S 89'45'48" W - 471.16•] (C.M.) V` > I (P -NAIL FOUND (C.M.) i HPC WELLINGTON NORTH S 894 X48" W I S '44" E — 660.01) o DEVELOPMENT CORPORATION 152.24 I 0 30 60 120 (INST. NO. D215257354) GRAPHIC SCALE IN FEET NOTES: "' The undersigned, Registered Professional Land 3 Surveyor, hereby certifies that this plat of 1. A metes and bounds description of even survey survey accurately sets out the metes and c�••OF••TF date herewith accompanies this plat of survey. bounds of the dedication tract described. sTe,pF:tgern 2. Bearing system for this survey is based on the •PAUL DANIEL• Texas State Plane Coordinate System — NAD • 83, North Central Zone 4202 (2011), based on :9.6534•.per; observations made on February 3, 2015 with a 9•.O,cf3S�p�;�o combined scale factor of 1.00012. 00 aul M Date11 �0''•SU VE '01 Registered Professional N Land Surveyor No. 6534 RIGHT-OF-WAY 6100 WESTERN PLACE, SUITE 1001 PART OF KNOX STREET Pacheco Koch FORT WORTH, TX 76107 817.412.7155 PARTNERS NO. 15, LTD TRACT Ipmal+ TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 J W DRAwN BY CMECrCED BY SCALE DATE JOB NUMBER TARRANT COUNTY, TEXAS a CAE PD 1"=60' DEC. 2015 3661-15.010 PAGE 1 OF 1 DWO FILE: 661-15.01 _EX5. WG R.O.W. DEDICATION_EX5.txt North: 7031053.28' East: 2308648.78' Segment #1 . Line Course: 50°30'44"E Length: 510.62' North: 7030542.68' East: 2308653.34' Segment #2 . Line Course: 589°45'48"w Length: 52.24' North: 7030542.46' East: 2308601.10' Segment #3 . Line Course: Nl°10'29"w Length: 618.84' North: 7031161.17' East: 2308588.41' Segment #4 . Line Course: s26°52'37"E Length: 81.40' North: 7031088.56' East: 2308625.21' Segment #5 . Line Course: 533°43' 36"E Length: 42.43' North: 7031053.27' East: 2308648.77' Perimeter: 1305. 54' Area: 31119 Sq. Ft. Error Closure: 0.00 Course: S71°35'45"W Error North: -0.001 East: -0.004 Precision 1: 1305530000.00 Page 1 EXHIBIT "A" RIGHT-OF-WAY Part of Houston Copart Salvage Auto Auctions Limited Partnership James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas; said tract being a part of that tract of land described as First Tract in General Warranty Deed to Houston Copart Salvage Auto Auctions Limited Partnership recorded in Volume 15736 Page 171 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): COMMENCING, at a 1/2-inch iron rod with "MCCULLAH" cap found for corner in the northeast right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way); said point being an interior ell corner of said First Tract; from said point a 1/2-inch iron rod with "MCCULLAH" cap bears South 47 degrees, 55 minutes, 56 seconds East, a distance of 60.00 feet; THENCE, in a northwesterly direction along the southwest line of said First Tract and northeast line of U.S. Highway No. 81 and No. 287 the following three (3) calls: North 47 degrees, 55 minutes, 56 seconds West, a distance of 49.25 feet to an angle point; North 43 degrees, 43 minutes, 08 seconds West, a distance of 339.16 feet to an angle point; North 47 degrees, 56 minutes, 38 seconds West, a distance of 368.45 feet to 1/2-inch iron rod with "PACHECO KOCH" cap set for the POINT OF BEGINNING; THENCE, North 47 degrees, 56 minutes, 38 seconds West, continuing along the said southwest line of First Tract and the said northeast line of U.S. Highway No. 81 and No. 287, a distance of 24.15 feet to a point for corner; THENCE, North 20 degrees, 59 minutes, 51 seconds East, along the west line of said First Tract, and continuing along the northeast line of U.S. Highway No. 81 and No. 287, a distance of 107.26 feet to a point for corner; THENCE, North 00 degrees, 31 minutes, 56 seconds West, continuing along the said west line of First Tract and northeast line of U.S. Highway No. 81 and No. 287, a distance of 25.82 feet to a point for corner; said point being the northwest corner of said First Tract and northeast corner of that tract of land described in Judgement between the State of Texas, et al vs. Bosewell Porter, Trustee, et al recorded in Volume 4787, Page 778 of the Deed Records of Tarrant County Texas; THENCE, South 89 degrees, 56 minutes, 55 seconds East, along the north line of said First Tract, a distance 198.59 feet to a point for corner; PAGE 1 OF 3 EXHIBIT "A" RIGHT-OF-WAY Part of Houston Copart Salvage Auto Auctions Limited Partnership James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, South 57 degrees, 01 minutes, 55 seconds West, departing the said north line of First Tract, at a distance of 47.38 feet passing a 1/2-inch iron rod with "PACHECO KOCH" cap set, continuing in all a total distance of 260.86 feet to the POINT OF BEGINNING; CONTAINING: 15,044 square feet or 0.345 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. 0 2017 �`�.• F rF �P.•G�sSrEa'•fiy Paul Daniel Date ....................... PAUL DANIEL Registered Professional Land Surveyor No. 6534 ..."'. .6534 ;... Pacheco Koch Consulting Engineers, Inc. 4 'e S S I 6100 Western Place, #1001, Fort Worth TX 76107 ° s (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX6.doc jmh 3661-15.010EX6.dwg pmd PAGE 2OF3 MARY JANE MILLER 04-j I FAMILY TRUSTw N (INST. N0. 0216178283) I Q Z RON STURGEON 1 j o (INST.NO. D211118561) 0 30 60 1? TXDOT R.O.W. LINE oZ f '(V06 4787, Pc. 778) GRAPHIC SCALE IN FEET TXDOT R.O.W. LINE (VOL. 4571, PG. 492) S 89'56'55" E 198.59' RIGHT-OF-WAY NO RECORD OF DED+CATION FOUiwD, N 00'31'56" W A�30 473.57 25.82' RIGHT—OF—WAYI IRS T 15,044 SF tv (0.345 ACRES) BLUE MWND ROAD N tib (COUNTr ROAD NO. 40471 .04, :00e N 47'56'38" W = 51 P41 24.15' ,�� / FIRST TRACT Pn StPp, ��i�• / HOUSTON COPART SALVAGE .®•B• tiA c;a�„ AUTO AUCTIONS LIMITED PARTNERSHIP (VOL. 15736, PG. 171) IRS ire, RD N�- • ` Ub 1z LEGEND ti xr - - - PROPERTY LINE Y� V' EASEMENT LINE POINT FOR CORNER 1/2-INCH IRON ROD L5 (UNLESS OTHERWISE NOTED) W/ 'MCCULLAH" S / 11 IRS - 1/2-INCH IRON ROD W/ CAP FOUND (C.M.) 9j ♦� "PACHECO KOCH" CAP SET \ SO`�.9• (C.M.) pCONTROLLING MONUMENT P.O.B. - POINT OF BEGINNING �•O•�• \ W/ 'M�CH I�OH"ROD P.O.V. - POINT OF COMMENCING NOTES: lQ�� CAP FOUND (C.M.) The undersigned, Registered Professional Land 1. A metes and bounds description of even i Surveyor, hereby certifies that this plat of survey date herewith accompanies this plat survey accurately sets out the metes and �E..OF. TF of survey. bounds of the dedication tract described. �P��t STEAtF'�4 2. Bearing system for this survey is based on �: o'•.s g Ys Y the Texas State Plane Coordinate System PAUL DANIEL — NAD 83, North Central Zone 4202, ....................... based on observations made on February �:y 6534 ��;Q 3, 2015 with a combined scale factor of oul a el Dae q�O.ESS`O iO 1.00012. 5 Registered Professional S U N� Land Surveyor No. 6534 RIGHT-OF-WAY Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 PART OF JAWS H. PORTER TRACT {' FORT WORTH, TX 76107 817.412.7155 -" TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH. TEXAS DALLAS . FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 DRAWN BY C/AECKED BY SCALE DATE JOB NVANER TARRANT COUNTY. TEXAS JMH PMD/MCB 1"=60' JAN. 2017 3661-15.010 PAGE 3 OF 3 R.O.W. DEDICATION EX6.txt North: 7029738.40' East: 2311051.35' Segment#I : Line Course:N47°56'38"W Length:24.15' North: 7029754.58' East: 2311033.42' Segment#2 : Line Course:N20°59'51"E Length: 107.26' North: 7029854.72' East:2311071.85' Segment#3 : Line Course:NO°31'56"W Length:25.82' North: 7029880.54' East:2311071.61' Segment 44 : Line Course: S89°56'55"E Length: 198.59' North: 7029880.36' East:2311270.20' Segment#5 : Line Course: S57°01'55"W Length: 260.86' North: 7029738.41' East: 2311051.35' Perimeter: 616.68' Area: 15044 Sq. Ft. Error Closure: 0.00 Course:N30'1 V5 1"W Error North: 0.003 East: -0.002 Precision 1: 616680000.00 Page l EXHIBIT "A" RIGHT-OF-WAY Part of Mary Jane Miller Family Trust tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas; said tract being a part of that tract of land described in Special Warranty Deed to Mary Jane Miller Family Trust recorded in Instrument Number D216178283 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows(bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): BEGINNING, at a 1/2-inch iron rod found for corner at the intersection of the apparent north right- of-way line of Blue Mound Road and the northeast right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way); said point being the most southerly southwest corner of said Mary Jane Miller Family Trust tract; THENCE, North 76 degrees, 03 minutes, 51 seconds West, departing the said apparent north line of Blue Mound road, along south line of Mary Jane Miller Family Trust tract and said northeast line of U.S. Highway No. 81 and No. 287, a distance of 212.33 feet to a brass disc stamped "TXDOT" found for corner; said point being the beginning of a non-tangent curve to the left; THENCE, in a northwesterly direction, along said curve to the left, the said southwest of Mary Jane Miller Family Trust tract line and northeast line of U.S. Highway No. 81 and No. 287, having a central angle of 00 degrees, 14 minutes, 40 seconds, a radius of 11,659.16 feet, a chord bearing and distance of North 49 degrees, 20 minutes, 16 seconds West, 49.76 feet, an arc distance of 49.76 feet to a 1/2-inch iron rod with "GEODATA" cap found for corner; said point being the most westerly southwest corner of said Mary Jane Miller Family Trust tract and the southeast corner of that tract of land described as Tract 1 in Special Warranty Deed with Vendor's Lien to Florence L.L.C. recorded in Instrument Number D206334865 of said Official Public Records; THENCE, North 00 degrees, 25 minutes, 40 seconds West, departing the said northeast line of U.S. Highway No. 81 and No. 287 and along the west line of said Mary Jane Miller Family Trust tract and the east line of said Tract 1, a distance of 79.75 feet to a 1/2-inch iron rod set for corner; THENCE, South 68 degrees, 35 minutes, 51 seconds East, departing the said west line of said Mary Jane Miller Family Trust tract and the said east line of Tract 1, a distance of 303.75 feet to a 1/2-inch iron rod set for corner in the east line of said Mary Jane Miller Family Trust tract and the west line of that tract of land described as Tract 2 in said Special Warranty Deed to Florence L.L.C.; THENCE, South 00 degrees, 25 minutes, 40 seconds East, along the said east line of Mary Jane Miller Family Trust tract and the said west line of Tract 2, a distance of 51.86 feet to a 1/2-inch iron rod found for corner in the said apparent north line of Blue Mound Road; said point being the southeast corner of said Mary Jane Miller Family Trust tract and southwest corner of said Tract 2; THENCE, North 89 degrees, 51 minutes, 48 seconds West, along the said apparent north line Blue Mound Road, a distance 17.81 feet to a 1/2-inch iron rod found for angle point; PAGE 1 OF 2 EXHIBIT "A" RIGHT-OF-WAY Part of Mary Jane Miller Family Trust tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, North 88 degrees, 13 minutes, 50 seconds West, continuing along the said north line of Blue Mound Road, a distance of 20.97 feet to the POINT OF BEGINNING; CONTAINING: 22,618 square feet or 0.519 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. tCa ,.P.•G17 �STFq•.1-9 VP Paul Daniel Date ..pAUL Registered Professional Land Surveyor No. 6534 ..DDANIEL 6534 Pacheco Koch Consulting Engineers, Inc. 9 9oF 6100 Western Place, #1001, Fort Worth TX 76107y6 s S S u R (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX7.doc jmh 3661-15.010EX7.dw9 jmh PAGE 2OF2 LEGEND -- PROPERTY LINE !n1 W EASEMENT LINE 0 POINT FOR CORNER (UNLESS OTHERWISE NOTED) IRS — 1/2—INCH IRON ROD W/ .PACHECO KOCH" CAP SET IRF — 1/2—INCH IRON ROD FOUND BD — BRASS DISC STAMPED 0 30 60 120 "TXDO'r' FOUND (C.M.) — CONTROLLING MONUMENT P.0.13. — POINT OF BEGNNNO GRAPHIC SCALE IN FEET O J CV .. Ui f o Q a t In RIGHT-OF-WAY o N ( J M 22,618 SF MARY JANE MILLER (n 00 m IRs (0.519 ACRES) FAMILY TRUST U.1 o Q W o 3 (INST. N0. D216178283) I Z :Vh 68.3 �, f t f ..p ss�h m F U M 1/2—MCH IRON ROD W/ "GEODATA" \ 30 �$+ `~J O CAP FOUND 0 W 00 1/2—INCH IRON ROD Q Z W/ "GEODATA" N O 5 CAP FOUND (C.M.) I O z I Q=0'14'40" `` y R=11.659.16' S. Z L=49.76' 80IRs T=24.88' (C.M.) N 76.03'S'b P.O.R. S 00'25'40" E 51.86 CB=N 49'20'16" W w 212.33, IRF IRF G CD=49.76' TXDOT R.O.W. LINE IRF + " (VOL. 4571, PG. 49 2) N 89'51 48 W r�9�• yj _ — S 88'13'50" W 17.81' 20.97 @( ale. • TXDOT R.O.W. LINE (VOL. 4787, PG. 778) BLUE MOUND ROAD (COUNTY ROAD NO. 4047) NOTES: J 1. A metes and bounds description of even 5 The undersigned, Registered Professional Land survey date herewith accompanies this plat 0 Surveyor, hereby certifies that this plat ofOF t of survey. survey accurately sets out the metes and ,e,P.••�1 ST fq F-lq y bounds of the dedication tract described. `?��� F4':J' 2. Bearing system for this survey is based on ' •• •• the Texas State Plane Coordinate System ••PAUL •DANIEL — NAD 83, North Central Zone 4202, . M � ........................'A 6534 • based on observations made on February o �•"D P'°� 3, 2015 with a combined scale factor of y• as 13* -10 o '�'p• s s �'� 1.00012. ' aul Daniel ~� ❑==A-- .•S U R� 4 Registered Professional RIGHT-OF-WAY Land Surveyor No. 6534 � PART OF MARY JANE MILLER Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 FAMILY TRUST TRACT ' FORT WORTH. TX 7e107 817.412.7155 TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY. ABSTRACT NO. 1268 Z DRAwIv BY CHECKED BY SCALE OA TE JOB HUAVER TARRANT COUNTY, TEXAS JMH PMD/MCB 1"=60' JAN. 2017 1 3661-15.010 PAGE 1 OF 1 FILE:DWG . R.O.W. DEDICATION_EX7.txt North: 7029898.99' East: 2311020.53' Segment #1 . Line Course: N76003'51"W Length: 212.33' North: 7029950.13' East: 2310814.45' Segment #2 . Curve Length: 49.76' Radius: 11659.16' Delta: 0014'40" Tangent: 24.88' Chord: 49.76' Course: N49020'16"W Course In: S40047'04"W Course Out: N40032'24"E RP North: 7021122.14' East: 2303198.51' End North: 7029982.55' East: 2310776.71' Segment #3 . Line Course: N0025'40"W Length: 79.75' North: 7030062.30' East: 2310776.11' Segment #4 . Line Course: S68035' 51"E Length: 303.75' North: 7029951.46' East: 2311058.91' Segment #5 . Line Course: S0125'40"E Length: 51.86' North: 7029899.60' East: 2311059.30' Segment #6 . Line Course: N89051'48"W Length: 17.81' North: 7029899.64' East: 2311041.49' Segment #7 . Line Course: S88013' 50"W Length: 20.97' North: 7029898.99' East: 2311020.53' Page 1 R.O.W. DEDICATION_EX7.txt Perimeter: 736.23' Area: 22618 Sq. Ft. Error Closure: 0.00 Course: N64053'39"W Error North: 0.001 East: -0.001 Precision 1: 736230000.00 Page 2 EXHIBIT "A" RIGHT-OF-WAY Part of Florence L.L.C. tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas; said tract being a part of that tract of land described as Tract 1 in Special Warranty Deed with Vendor's Lien to Florence L.L.C. recorded in Instrument Number D206334865 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): COMMENCING, at a 1/2-inch iron rod found for corner at the intersection of the apparent north right-of-way line of Blue Mound Road and the northeast right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way); said point being the most southerly southwest corner of that tract of land described in Special Warranty Deed to Mary Jane Miller Family Trust recorded in Instrument Number D216178283 of Official Public Records; THENCE, North 76 degrees, 03 minutes, 51 seconds West, departing the said apparent north line of Blue Mound road, along the south line of Mary Jane Miller Family Trust tract and said northeast line of U.S. Highway No. 81 and No. 287, a distance of 212.33 feet to a brass disc stamped "TXDOT" found for corner; said point being the beginning of a non- tangent curve to the left; THENCE, in a westerly direction, along said curve to the left, the south line of said Tract 1 and northeast fine of U.S. Highway No. 81 and No. 287, having a central angle of 00 degrees, 14 minutes, 40 seconds, a radius of 11,659.16 feet, a chord bearing and distance of North 49 degrees, 20 minutes, 16 seconds West, 49.76 feet, an arc distance of 49.76 feet to a 1/2-inch iron rod with "GEODATA" cap found for the POINT OF BEGINNING; said point being the southeast corner of said Tract 1 and the most westerly southwest corner of said Mary Jane Miller Family Trust tract; THENCE, in a westerly direction, continuing along said curve to the left, the said south line of Tract 1 and northeast line of U.S. Highway No. 81 and No. 287, having a central angle of 00 degrees, 18 minutes, 42 seconds, a radius of 11,659.16 feet, a chord bearing and distance of North 49 degrees, 36 minutes, 57 seconds West, 63.41 feet; an arc distance of 63.41 feet to a 1/2-inch iron rod with "GEODATA" cap found for the southwest corner of said Tract 1 and the southeast corner of that tract of land described in Warranty Deed to Blue Mound Business Park, LLC recorded in Volume 15847, Page 244 of the said Official Public Records; THENCE, North 00 degrees, 25 minutes, 40 seconds West, departing the said northeast line of U.S. Highway No. 81 and No. 287, along the west line of said Tract 1 and the east line of said Blue Mound Business Park, LLC, a distance of 57.53 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, South 68 degrees, 35 minutes, 51 seconds East, departing the said west line of Tract 1 and the said east line of Blue Mound Business Park, LLC, a distance of 51.70 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner in the east line of said Tract 1 and the west line of said Mary Jane Miller Family Trust tract; PAGE 1 OF 3 EXHIBIT "A" RIGHT-OF-WAY Part of Florence L.L.C. tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, South 00 degrees, 25 minutes, 40 seconds East, along the said east line of Tract 1 and the said west line of Mary Jane Miller Family Trust tract, a distance of 79.75 feet to the POINT OF BEGINNING; CONTAINING: 3,293 square feet or 0.076 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. .OF..TF �;Q'� c_�;7 F4•�c1 Paul Da el Date :. •• W •• ••�•• Registered Professional Land Surveyor No. 6534 ........................•PAUL DANIEL Pacheco Koch Consulting Engineers, Inc. ��ao 6534 Pv: 6100 Western Place, #1001, Fort Worth TX 76107 9�V6-4iiRv�A (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX8.doc jmh 3661-15.010EX8.dw9 jmh PAGE 2OF3 LEGEND �tvJMn o Q� • n � — -- -- PROPERTY LINE !lnN�W U u u Ln1 EASEMENT LINE 0 POINT FOR CORNER (UNLESS OTHERWISE NOTED) I IRS - 1/2-INCH IRON ROD W/ "PACHECO KOCH" CAP SET IRF - 1/2-INCH IRON ROD FOUND BD - BRASS DISC STAMPED .. 0 30 60 120 "TXDOT" FOUND (C.M.) - CONTROLLING MONUMENTO~i I J -q- < I P.O.B. — POINT OF BEGINNING 0 Y C� GRAPHIC SCALE IN FEET Y CD I p Cc 0_ 00I d Z) W) j d rl U mN Ocn00 I � M J pLLI w IP) d WZ I ~W CV y 0 -iU U p ? m O ~ 2 z MARY JANE MILLER �. U FAMILY TRUST I 1 z ( (INST. NO. D216178283) S '35'51" E G� 51.70' I^ IRS '� fi'Cy► N 00'25'4 W n 'RS RIGHT—OF—WAY 57.5 3,293 SF pyo IIjO-9� (0.076 ACRES) I� 1/2—INCH IRON ROD �� S 00'25'40" E W/ "GEODATA" O CAP FOUND 79.75 (C.M.) ��y ! 6=0'18'42" r 1/2—INCH IRON ROD 9J R=11.659.16 W/ "GEODATA" &G~4'40" ,n , CAP FOUND R=1',659.16' L=63.41 -+9 76' T=31.71' -=2i 5F CB=N 49'36'57" W P.O.B. BD �^ - 49-2016~ W CD=63.41' (C.M-) N 7603, • Py�VSj" W IRF r 38.77 TXDOT R.O.W. (VOL. 4571, PG. 492) _ _BLUE MOUND ROAD_ _ _ TXDOT R.O.W. (COUNTY ROAD NO. 40471 (VOL. 4787, PG. 778) 0 NOTES: t..OF, r 1. A metes and bounds description of even The undersigned, Registered Professional Land Z. F survey date herewith accompanies this plot Surveyor, herebycertifies that this lot of �p�G1g'TEAF;rq P y; o..J► of survey. survey accurately sets out the metes and bounds of the dedication tract described. "'... "' 2. gearing system for this survey is based on PAUL DANIEL the Texas State Plane Coordinate System 6534 NAD 83, North Central Zone 4202, o _ •fy°!;Esse°�''�i� based on observations made on February S U Rv 3, 2015 with o combined scale factor of 1.00012. Pau D el D e Regist red Professional Land Surveyor No. 6534 RIGHT-OF-WAY Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 PART OF TRACT 1 FLORENCE L.L.0 TRACT FORT WORTH. TX 76107 817.412.7155 ..1 TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 DRAWN BY C/ECKED BY SCALE DA 7E JOB NUABER TARRANT COUNTY, TEXAS JMH PMD/MCB 1"=60' JAN. 2017 1 3661-15.010 PAGE 3 OF 3 R.O.W.DEDICATION EX7.txt End North: 7029982.56' East:2310776.70' Segment#I : Curve Length:63.41' Radius: 11659.16' Delta:0°18'42" Tangent:31.71' Chord:63.41' Course:N49°36'57"W Course In: S40°32'24"W Course Out:N40°13'42"E RP North: 7021122.15' East:2303198.50' End North: 7030023.63' East:2310728.40' Segment#2 : Line Course:NO°25'40"W Length: 57.53' North: 7030081.17' East:2310727.97' Segment#3 : Line Course:S68°35'51"E Length:51.70' North: 7030062.30' East:2310776.11' Segment#4 : Line Course:S0°2540"E Length:79.75' North: 7029982.55' East:2310776.70' Perimeter: 252.40' Area: 3293 Sq. Ft. Error Closure: 0.00 Course: S5°25'59"E Error North: -0.002 East:0.000 Precision 1: 252390000.00 Page 1 EXHIBIT "A" RIGHT-OF-WAY Part of Blue Mound Road Business Park, LLC tract James Righty Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas; said tract being a part of that tract of land described in Warranty Deed with Vendor's Lien to Blue Mound Road Business Park, LLC, recorded in Volume 15847, Page 244 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): COMMENCING, at a 1/2-inch iron rod found for corner at the intersection of the apparent north right-of-way line of Blue Mound Road and the northeast right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way); said point being the most southerly southwest corner of that tract of land described in Special Warranty Deed to Mary Jane Miller Family Trust recorded in Instrument Number D216178283 of the said Official Public Records; THENCE, North 76 degrees, 03 minutes, 51 seconds West, departing the said apparent north line of Blue Mound road, along the south line of said Mary Jane Miller Family Trust tract and said northeast line of U.S. Highway No. 81 and No. 287, a distance of 212.33 feet to a brass disc stamped "TXDOT" found for corner; said point being the beginning of a non-tangent curve to the left; THENCE, in a northwesterly direction, along said curve to the left and the northeast line of U.S. Highway No. 81 and No. 287, having a central angle of 00 degrees, 33 minutes, 22 seconds, a radius of 11,659.16 feet, a chord bearing and distance of North 49 degrees, 29 minutes, 37 seconds West, 113.18 feet, an arc distance of 113.18 feet to a 1/2-inch iron rod with "GEODATA" cap found for the POINT OF BEGINNING; said point being the southeast corner of said Blue Mound Road Business Park, LLC tract and the southwest corner of that tract of land described as Tract 1 in Special Warranty Deed to Florence L.L.C. recorded in Instrument Number D206334865 of the said Official Public Records; THENCE, in a northwesterly direction, continuing along said curve to the left, the said south line of Blue Mound Road Business Park, LLC tract and northeast line of U.S. Highway No. 81 and No. 287, having a central angle of 00 degrees, 23 minutes, 15 seconds, a radius of 11,659.16 feet, a chord bearing and distance of North 49 degrees, 57 minutes, 56 seconds West, 78.86 feet, an arc distance of 78.86 feet to a 1/2-inch iron rod with "GEODATA" cap found for the southwest corner of said Blue Mound Road Business Park, LLC tract and the southeast corner of that tract of land described in Trustee Deed to Michael Burks recorded in Instrument Number D2050064694 of the said Official Public Records; THENCE, North 00 degrees, 25 minutes, 40 seconds West, departing the said northeast line of U.S. Highway No. 81 and No. 287, along the west line of said Blue Mound Road Business Park, LLC tract and the east line of said Michael Burks tract, a distance of 30.39 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; PAGE 1 OF 3 EXHIBIT "A" RIGHT-OF-WAY Part of Blue Mound Road Business Park, LLC tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, South 68 degrees, 35 minutes, 51 seconds East, departing the said west fine of Blue Mound Road Business Park, LLC tract and the said east line of the Michael Burks tract, a distance of 64.64 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner in the east line of said Blue Mound Road Business Park, LLC tract and the west line of Tract 1; THENCE, South 00 degrees, 25 minutes, 40 seconds East, along the said east line of Blue Mound Road Business Park, LLC and the said west line of Tract 1, a distance of 57.53 feet to the POINT OF BEGINNING; CONTAINING: 2,634 square feet or 0.060 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. G10 7Eq•'F'r9 Paul Daniel Date ...I..................... •AUL DANIEL Registered Professional Land Surveyor No. 6534 •I.. •••• Pacheco Koch Consulting Engineers, Inc. . 553a P q..0:Ess,p-1k 6100 Western Place, #1001, Fort Worth TX 76107 s U R y (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX9.doc jmh 3661-15.010EX9.dwg jmh PAGE 2OF3 „_ LEGEND — — — -- PROPERTY UNE EASEMENT LINE O POINT FOR CORNER (UNLESS OTHERWISE NOTED) IRS - 1/2-INCH IRON ROD W/ "PACHECO KOCH” CAP SET IRF - 1/2-INCH IRON ROD FOUND BD - BRASS DISC STAMPED 0 30 60 120 "TXDOT" FOUND ^ (C.M.) - CONTROLLING MONUMENT I O J N I P.O.B. - POINT OF BEGINNING N ac y d GRAPHIC SCALE IN FEET as to o za 00 L-) to ma ov, � I Jrn M J p W to —J to WW Z I W N \ = Z _j 00 m in m > W O z (N ,� Z MARY JANE MILLER A,s ►= FAMILY TRUST N 00'25 40" 3 W IRS Is 68 "' v I (INST. NO. D216178283) 5/8-INCH IRON R9' ODD64 4'S�3If RIGHT-OF-WAY FOUND STAMPED "5094" IRS 2,634 SF (PSTM FOUND W N 04' 03' W 2.3') (0.060 ACRES) Lam-0'23'15" �in I S R=11,659.16' In to L=78.86' o Lo r` T=39.43' 1/2-INCH IRON ROD® W/ "GEODATA" (n CB=N 49'57'56" W CAP OU Co=78.86 P.O.B. , •O B �sg 1/2-INCH IRON ROD W/ "GEODATA" w O 0=0'33'22" \ CAP FOUND R=11,659.16' C L=113.18' 0 T=56.59' Irvsx N ' J CB=N 49'29'37" W BD CD=113.18' (C.M.) N 76 03. r J ?12,33 1" W IRF y 38.77 TXDOT R.O.W. (VOL. 4571, PG. 492) BLUE MOUND ROAD TXDOT R.O.W. COUNTY ROAD NO. 4047) (VOL. 4787, PG. 778) fl NOTES: m 1. A metes and bounds description of even The undersigned, Registered Professional Land pts.;...TFC survey date herewith accompanies this plat • Surveyor, hereby certifies that this plat of A%�r AF .p of survey. survey accurately sets out the metes and `'•' ' ° J' bounds of the dedication tract described. •pA .. DANIEL . 2. Bearing system for this survey is based on ..;.............. .,:.. the Texas State Plane Coordinate System NAD 83, North Central Zone 4202, q'9oc o�;P'o 81 based on observations made on February ,y'•.,FS ,.• _ 7 S U R N 3, 2015 with a combined scale factor of 1.00012. Paul Daniel Date Registered Professional RIGHT-OF-WAY Land Surveyor No. 6534 PART OF BLUE MOUND ROAD Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 BUSINESS PARK, LLC TRACT FORT WORTH, TX 76107 817.412.7155 111 TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 g Dim yr C/wCK€D ar SCALE DATE JOB vmwER TARRANT COUNTY, TEXAS 0 JMH PMD/MCB 1"=60' JAN. 2017 3661-15.010 PAGE 3 OF 3 R.O.W. DEDICATION EX9.txt End North:7030023.64' East:2310728.40' Segment#1 : Curve Length:78.86' Radius: 11659.16' Delta:0'23'15" Tangent:39.43' Chord: 78.86' Course:N49°57'56"W Course In: S40°13'42"W Course Out:N39050'27"E RP North:7021122.14' East:2303198.50' End North: 7030074.37' East:2310668.02' Segment#2 : Line Course:NO°25'40"W Length:30.39' North: 7030104.76' East:2310667.79' Segment#3 : Line Course: S68°35'51"E Length:64.64' North: 7030081.17' East:2310727.98' Segment#4 : Line Course: SO°25'40"E Length:57.53' North: 7030023.64' East:2310728.40' Perimeter:231.42' Area:2634 Sq. Ft. Error Closure: 0.01 Course: S79°36'13"E Error North: -0.001 East:0.005 Precision 1:23142.00 Page i EXHIBIT "A" RIGHT-OF-WAY Part of Michael Burks tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas; said tract being a part of that tract of land described in Trustee's Deed to Michael Burks recorded in Instrument Number D205064694 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): COMMENCING, at a 1/2-inch iron rod found for corner at the intersection of the apparent north right-of-way line of Blue Mound Road and the northeast right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way); said point being the most southerly southwest corner of that tract of land described in Special Warranty Deed to Mary Jane Miller Family Trust recorded in Instrument Number D216178283 of the said Official Public Records; THENCE, North 76 degrees, 03 minutes, 51 seconds West, departing the said apparent north line of Blue Mound road, along the south line of said Mary Jane Miller Family Trust tract and said northeast line of U.S. Highway No. 81 and No. 287, a distance of 212.33 feet to a Brass Disc stamped "TXDOT" found for corner; said point being the beginning of a non-tangent curve to the left; THENCE, in a westerly direction, along said curve to the left and the northeast line of U.S. Highway No. 81 and No. 287, having a central angle of 00 degrees, 56 minutes, 37 seconds, a radius of 11,659.16 feet, a chord bearing and distance of North 49 degrees, 41 minutes, 15 seconds West, 192.04 feet, an arc distance of 192.04 feet to the POINT OF BEGINNING; said point being the southeast corner of said Michael Burks tract and the southwest corner of that tract of land described in Warranty Deed to Blue Mound Road Business Park, LLC recorded in Volume 15847, Page 244 of the saidOfficial Public Records; from said point a 5/8-inch iron rod found bears North 02 degrees, 07 minutes East, a distance of 0.6 feet; THENCE, in a northwesterly direction, continuing along said curve to the left, the said south line of Michael Burks tract and northeast line of U.S. Highway No. 81 and No. 287, having a central angle of 00 degrees, 26 minutes, 36 seconds, a radius of 11,659.16 feet, a chord bearing and distance of North 50 degrees, 22 minutes, 51 seconds West, 90.24 feet, an arc distance of 90.24 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, South 68 degrees, 35 minutes, 51 seconds East, departing the said northeast line of U.S. Highway No. 81 and No. 287, a distance of 74.41 feet to a 1/2-inch iron rod with "Pacheco Koch" cap set for corner in the east line of said Michael Burks tract and the west line of said Blue Mound Road Business Park, LLC tract; PAGE 1 OF 3 EXHIBIT "A" RIGHT-OF-WAY Part of Michael Burks tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, South 00 degrees, 25 minutes, 40 seconds East, along the said east line of the Michael Burks tract and the said west line of Blue Mound Road Business Park, LLC tract, a distance of 30.39 feet to the POINT OF BEGINNING; CONTAINING: 1,044 square feet or 0.024 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. 'f.9 10011' 0%*P Paul aniel Date ..PAUL DANIEL Registered Professional Land Surveyor No. 6534 . 6534 . Pacheco Koch Consulting Engineers, Inc. 9,P 6100 Western Place, #1001, Fort Worth TX 76107 ° s u R (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX10.doc imh 3661-15.010EX10.dwg ph PAGE 2OF3 _ LEGEND PROPERTY LINE EASEMENT UNE ^ I O POINT FOR CORNER 01 (UNLESS OTHERWISE NOTED) fo V7 IRS - 1/2-INCH IRON ROD W/ "PACHECO KOCH' CAP SET m o IRF - 1/2-INCH IRON ROD FOUND 04 BD - BRASS DISC STAMPED1 j p p J W 0 30 60 120 "TXDOT" FOUND QO Q.J (V (C.M.) - CONTROLLING MONUMENT U Z GRAPHIC SCALE IN FEET P.O.B. - POINT OF BEGINNING Z I Z Q r I d v O CD V- � RIGHT—OF—WAY M A _' Ipq to 1,044 SF J rn J _ o (0.024 ACRES) w mm � I o %. a Of Z \ S 68'35'51 E XIRS Z i A=0'26'36" 74.41' v I IRS z_ 1 R=11'659'16' S 00'25'4O" E v MARY JANE MILLER L=90.24' 30.39' I FAMILY TRUST T=45.12' (5/8-INCH IRON ROD (INST. NO. D216178283) W FOUND STAMPED "5094" CB=N 50'22'51" N 02' 07' E 0.6') CD=90.24' 'G� P.O.B. 3 N 1/2-INCH IRON ROD \ Nj W/ "GEODATA' o CAP FOUND 9� (C.M.) ash 1/2-INCH IRON ROD o ,Q • Ilj W/ "GEODATA" 'may e=-0'56'37" \ CAP FOUND O R-11,659.16' L=192.04' �a `� T=96.02' x�4 CB=N 49'41'15' W BD a J CO=192.04' C,M.) N 7 M ( J� 03.J351" W :-IRF TXDOT R.O.W. 38-77 N - (VOL. 4571, PG. 492) _ _ BLUE MOUND ROAD — TxDor R.O.W. [COUNTY ROAD NO. 4047) . o (VOL. 4787, PG. 778) 0 vi n oThe undersigned, Registered Professional Land t*,.OF..rlt1. A metes and bounds description of even Surveyor, hereby certifies that this plat of C,1sTpR�.;Pv survey date herewith accompanies this plat survey accurately sets out the metes and of survey. bounds of the dedication tract described. ..:.......:.:......r... PAUL DANIEL 2. Bearing system for this survey is based on ;A.6534 �• the Texas State Plane Coordinate System 90 *P o - NAD 83, North Central Zone 4202, 7 9�j%:cFB S 10 -k based on observations made on February 3, 2015 with a combined scale factor of PoDani Date 1.00012. Registered Professional G Land Surveyor No. 6534 RIGHT-OF-WAY Pacheco Koch 6100 WESTERN PLACE, SUITE PART OF MICHAEL BURKS TRACT o FORT WORTH, TX 78107 817.412.412-7155 TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 ZDRA*w BYjcmEcKi�D BY SCALE DATE JOB NUABER TARRANT COUNTY, TEXAS = JMH PMD/MCB 1*=60' JAN. 2017 3661-15.010 PAGE 3 OF 3 !� G _ v - u R.O.W. DEDICATION_EXIO.txt End North:7030074.37' East: 2310668.02' Segment#I : Curve Length:90.24' Radius: 11659.16' Delta:0026'36" Tangent:45.12' Chord: 90.24' Course:N50°22'51"W Course In: S39°50'27"W Course Out:N39°23'50"E RP North: 7021122.15' East:2303198.49' End North: 7030131.91' East:2310598.50' Segment#2 : Line Course: S68°35'51 T Length: 74.41' North: 7030104.76' East:2310667.78' Segment#3 : Line Course: SO°25'40"E Length:30.39' North:7030074.37' East:2310668.01' Perimeter: 195.04' Area: 1044 Sq. Ft. Error Closure: 0.01 Course:N74°33'15"W Error North: 0.002 East:-0.006 Precision 1: 19504.00 Page l EXHIBIT "A" RIGHT-OF-WAY Part of Tract 2 Florence, L.L.C. James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas, said tract being a part of that tract of land described as Tract 2 in Special Warranty Deed with Vendor's Lien to Florence L.L.C., recorded in Instrument Number D206334865 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): COMMENCING, at a 1/2-inch iron rod found for corner at the intersection of the apparent north right-of-way line of Blue Mound Road and the northeast right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way); said point being the most southerly southwest corner of that tract of land described in Special Warranty Deed to Mary Jane Miller Family Trust recorded in Instrument Number D216178283 of Official Public Records; THENCE, North 89 degrees, 13 minutes, 50 seconds East, departing the said apparent northeast line of U.S. Highway No. 81 and No. 287, along the apparent north right-of-way line of Blue Mound Road and along south line of said Mary Jane Miller Family Trust tract, a distance of 20.97 feet to a 1/2-inch iron rod found for an angle point; THENCE, South 89 degrees, 51 minutes, 48 seconds East, continuing along the apparent north right-of-way line of Blue Mound Road and the said south line of Mary Jane Miller Family Trust tract, a distance of 17.81 feet to a 1/2-inch iron rod found for the POINT OF BEGINNING; THENCE, North 00 degrees, 25 minutes, 40 seconds West, departing the said apparent north right-of-way line of Blue Mound road and along the west line of said Tract 2 and the east line of said Mary Jane Miller Family Trust tract, a distance of 51.86 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, South 68 degrees, 35 minutes, 51 seconds East, departing the said west line of Tract 2 and the east line of said Mary Jane Miller Family Trust tract, a distance of 64.63 feet to a 1/2- inch iron rod with "PACHECO KOCH" cap set for corner in the east line of said Tract 2 and the west line of that tract of land described in Special Warranty Deed to Mary Jane Miller Family Trust, recorded in Instrument Number D216178282 of the said Official Public Records; from said point a 1/2-inch iron rod found with yellow cap bears North 00 degrees 25 minutes 01 seconds East, a distance of 1,072.05 feet; THENCE, South 00 degrees, 25 minutes, 40 seconds East, along the said east line of Tract 2 and the said west line of the second said Mary Jane Miller Family Trust tract, a distance of 28.43 feet to a 1/2-inch iron rod found for corner in the said apparent north right-of-way line of Blue Mound Road; said point being the southeast corner of said Tract 2 and the southwest corner of second said Mary Jane Miller Family Trust tract; PAGE 1 OF 2 EXHIBIT "A" RIGHT-OF-WAY Part of Tract 2 Florence, L.L.C. James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, North 89 degrees, 51 minutes, 01 seconds West, continuing along the said apparent north line of Blue Mound Road and the south line of said Tract 2, a distance of 60.00 feet to the POINT OF BEGINNING; CONTAINING: 2,409 square feet or 0.055 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. Paul Daniel Date • ••••.• Registered Professional Land Surveyor No. 6534 •,PAUL• DAN{EL • Pacheco Koch Consulting Engineers, Inc. '4 6534 a:�� 9 0�FSS�p��O 6100 Western Place, #1001, Fort Worth TX 76107 s u RVQ (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX11.doc jmh 3661-15.010EX11.dwg jmh PAGE 2 OF 2 LEGEND PROPERTY LINE [EXHO o QCT ISO O - -• EASEMENT LINE 0 POINT FOR CORNER (UNLESS OTHERWISE NOTED) IRS - 1/2-INCH IRON ROD W/ .PACHECO KOCH" CAP SET IRF - 1/2-INCH IRON ROD FOUND (C.M.) - CONTROLLING MONUMENT 0 30 60 120 P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCING GRAPHIC SCALE IN FEET 00 I � I MARY JANE MILLER FAMILY TRUST -' N J (O (INST. NO. D216178283) W N Uj QZ � RIGHT—OF—WAY p z MARY JANE MILLER 2409 SF � I.-: FAMILY TRUST (0.055 ACRES) In (INST. NO. 0216178282) N z S 68`35'51" E N 00'25'40" W RS ,. 64.63' IRS 51.86' I (1/2-INCH IRON ROD FOUND W/ YELLOW CAP S 89'51'48" E N 00'25'40" E 1072.05') ` 17.81 (C.M.) N 89'13'21 E S 00'25'40" E R. .20. IRF 0.97 28.43' 234.1b _ TXDOT R.O.W. LINE IRF �. -RIGHT-OF-WAY w45-FOOT PRESCRIPTIVE (VOL. 4571, PG. 492) (C.M. IRF N 8951 01 W 0 g�COgQOF DEDICATION F U!!dD)- - - - - P.0. so.00T — TXDOT R.O.W. LINE — —— _ — ' — T ` ——— 'T— (VOL. 4787, Pc. 778) BLUE MOUND ROAD ICOUNTY ROAD NO. y 4047) 1-11 11-01 � � / FIRST TRACT toe h OUSTON COPART SALVAGE AUTO HAUCTIONS LIMITED PARTNERSHIP /1 (VOL. 15736, PG. 171) NQTES- " 1. A metes and bounds description of even The undersigned, Registered Professional Land survey date herewith accompanies this plat } Surveyor, hereby certifies that this plat of ��••OF.•TF of survey. survey accurately sets out the metes and ,�P.•G�S,TF,y•.-iq bounds of the dedication tract described. y e�' `�a'•;J' 2. Bearing system for this survey is based on the Texas State Plane Coordinate System PAUL DANIEL - NAD 83, North Central Zone 4202, •7 •'q..6534•• based on observations made on February <'•.90 x,14,* 3, 2015 with a combined scale factor of 9,y�essl0 k 1.00012. au1 Dani Date �•••S U it�� Registered Pr 9siOnal RIHTftF- k Land Surveyor No. 6534 PART OF TRACT 2 x Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 FLORENCE, L.L.C. FORT WORTH, TX 76107 817.412.7155 TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RICHLY SURVEY, ABSTRACT NO. 1268 DRAW BY I CHECKED a SCALE DATE JOB '"NER TARRANT COUNTY, TEXAS JMH PMD 1"=60' FEB. 2017 3661-15.010 PAGE 1 OF 1 DWG FILE- ( R.O.W. DEDICATION_EX11 North: 7029899.60' East: 2311059.30' Segment #1 . Line Course: N0025'40"W Length: 51.86' North: 7029951.46' East: 2311058.91' Segment #2 . Line Course: S68035'51"E Length: 64.63' North: 7029927.87' East: 2311119.08' Segment #3 . Line Course: S0025'40"E Length: 28.43' North: 7029899.44' East: 2311119.30' Segment #4 . Line Course: N89051'01"W Length: 60.00' North: 7029899.60' East: 2311059.30' Perimeter: 204.93' Area: 2409 Sq. Ft. Error Closure: 0.00 Course: N46042'01"W Error North: 0.002 East: -0.002 Precision 1: 204920000.00 Page 1 EXHIBIT "A" RIGHT-OF-WAY Part of Mary Jane Miller Family Trust tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas said tract being a part of that tract of land described in Special Warranty Deed to Mary Jane Miller Family Trust recorded in Instrument Number D216178282 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): COMMENCING, at a 1/2-inch iron rod found for corner at the intersection of the apparent north right-of-way line of Blue Mound Road and the northeast right-of-way line of U.S. Highway No. 81 and No. 287 (a variable width right-of-way); said point being the most southerly southwest corner of that tract of land described in Special Warranty Deed to Mary Jane Miller Family Trust recorded in Instrument Number D216178283 of said Official Public Records; THENCE, North 89 degrees, 13 minutes, 50 seconds East, departing the said apparent northeast line of U.S. Highway No. 81 and No. 287, along the apparent north right-of-way line of Blue Mound Road and along south line of second said Mary Jane Miller Family Trust tract, a distance of 20.97 feet to a 1/2-inch iron rod found for an angle point; THENCE, South 89 degrees, 51 minutes, 48 seconds East, continuing along the apparent north right-of-way line of Blue Mound Road and the said south line of second said Mary Jane Miller Family Trust tract, a distance of 17.81 feet to a 1/2-inch iron rod found for an angle point; THENCE, South 89 degrees, 51 minutes, 01 seconds East, continuing along the apparent north right-of-way line of Blue Mound Road, a distance of 60.00 feet to the POINT OF BEGINNING; said point being the southwest corner of first said Mary Jane Miller Family Trust tract and the southeast corner of that tract of land described as Tract 2 in Special Warranty Deed with Vendor's Lien to Florence L.L.C., THENCE, North 00 degrees, 25 minutes, 40 seconds West, departing the said apparent north right-of-way line of Blue Mound road and along the west line of first said Mary Jane Miller Family Trust tract and the east line of said Tract 2 and, a distance of 28.43 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; from said point a 1/2-inch iron rod found with yellow cap bears North 00 degrees 25 minutes 01 seconds East, a distance of 1,072.05 feet; THENCE, South 81 degrees, 30 minutes, 55 seconds East, departing the said west line of the first said Mary Jane Miller Family Trust tract and the said east line of Tract 2 and, a distance of 196.14 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner in the south line of the first said Mary Jane Miller Family Trust tract and the said apparent north right-of-way line of Blue Mound Road; from said point a 1/2-inch iron rod with "GEODATA" cap found bears South 89 degrees, 51 minutes, 01 seconds East, a distance of 40.38 feet; PAGE 1 OF 2 EXHIBIT "A" RIGHT-OF-WAY Part of Mary Jane Miller Family Trust tract James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, North 89 degrees, 51 minutes, 01 seconds West, along the said south line of the first said Mary Jane Miller Family Trust tract and the said apparent north right-of-way line of Blue Mound Road, a distance of 193.79 feet to the POINT OF BEGINNING; CONTAINING: 2,755 square feet or 0.063 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. Z�8jt0 r7 �E•�F •Tcc ,`Pre,l S 7 E,qF.l9 �?1 Q.F" J+moi O SJR Paul Daniel Date ... •• 1•� •••• •.- • Registered Professional Land Surveyor No. 6534 FAUNDANIEL Pacheco Koch Consulting Engineers, Inc. v 90 6534 aP o- 6100 Western Place, #1001, Fort Worth TX 76107 u (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX12.doc j m h 3661-15.010EX12.dwg jmh PAGE 2 OF 2 LEGEND PROPERTY LINE W EASEMENT LINE 0 POINT FOR CORNER (UNLESS OTHERWISE NOTED) IRS - 1/2-INCH IRON ROD W/ "PACHECO KOCH" CAP SET IRF - 1/2-INCH IRON ROD FOUND (C.M.) - CONTROLLING MONUMENT 0 30 60 120 P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCING GRAPHIC SCALE IN FEET u co 00 MARY JANE MILLER ( 't ( FAMILY TRUST � { { N J (Mo { (INST. NO. D216178283) 0 Li N V U � az Cz MARY JANE MILLER FAMILY TRUST Cn (INST. NO. D216178282) z IRs RIGHT—OF—WAY { 755 SF (1/2—INCH IRON ROD FOUND 2, { N 00*25'40" W { w/ YELLOW CAP (0.063 ACRES) S 89'51'48' E 28.43' N 00'25'40" E 1072.05') 1/2—INCH IRON ROD 17.81 (C M) W/ "GEODATA" N 89'13 20,9ES $13p'S5" CAP FOUNDE • •�• IRF S 89'51'0. E 198.14 IRS 60.00 40.38_ x TXDOT R.O.W. LINE IRF IRF N 8951'01" W 193.79' (VOL. 4571, PG. 492) APPARENT 45—FOOT PRESCRIPTIVE •0. -RIGHT—OF—WAY (NO RECORD OF DEDICATION FOUND) '+ TXDOT R.O.W. LINE ;�U (VOL. 4787, PG. 778) BUE ND ROAD '° O tiny (COUNTY ROAD NO. 4047) \O,a. 4P FIRST TRACT COPART AUTOHOUSTON AUCTIONS LLIMITEDSALVAGE PARTNERSHIP / tjOTES (VOL. 15736, PG. 171) 1. A metes and bounds description of even The undersigned, Registered Professional Land survey date herewith accompanies this plat . Surveyor, hereby certifies that this plat of kt_0F. rF of survey. survey accurately sets out the metes and P.••'�sTE'-It bounds of the dedication tract described. y ��a .�Fo'9m 2. Bearing system for this survey is based on the Texas State Plane Coordinate System PAUL DANIEL — NAD 83, North Central Zone 4202, .....6534................ based on observations made on February <'•,q P. 0 3, 2015 with a combined scale factor of �. n 9 °'4ss►ovayo 1.00012. I Pa Da Date _ y . SUR�� o Registered Professional RIGHT-OF-WAY Q. Land Surveyor No. 6534 PART OF MARY JANE MILLER Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 FAMILY TRUST TRACT FORT WORTH. TX 76107 817.412.7155 TX REG. ENGINEERING FIRM F-469 LOCATED IN THE CITY OF FORT WORTH, TEXAS DALLAS . FORT WORTH . HOUSTOi TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 L DRA*w BY CHECKED BY SCALE DATE JOB HUABER TARRANT COUNTY, TEXAS JMH PMD 1•=60' FEB. 2017 3661-15.010 PAGE 1 OF 1 —DWG — . _ ( R.O.W. DEDICATION_EX12 North: 7029899.44' East: 2311119.30' Segment #1 . Line Course: N0025'40"W Length: 28.43' North: 7029927.87' East: 2311119.09' Segment #2 . Line Course: S81030'55"E Length: 196.14' North: 7029898.93' East: 2311313.08' Segment #3 . Line Course: N89051'01"W Length: 193.79' North: 7029899.44' East: 2311119.29' Perimeter: 418.36' Area: 2755 Sq. Ft. Error Closure: 0.01 Course: S64015'52"W Error North: -0.004 East: -0.008 Precision 1: 41836.00 Page 1 EXHIBIT "A" RIGHT-OF-WAY Part of Lot 1, Block 1, NISD High School No. 3 Addition James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas said tract being a part of Lot 1, Block 1, NISD High School No. 3 Addition, an addition to the City of FortWorth, Texas according to the plat recorded in Instrument No. D215015203 of the Official Public Records of Tarrant County, Texas; said tract also being part of that tract of land described in General Warranty Deed to Northwest Independent School District recorded in Instrument No. D208092668 of said Official Public Records; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): BEGINNING, at a point found at the intersection of the north right-of-way line of Mascot Boulevard (a 120-foot wide right-of-way) and the east right-of-way fine of Willow Springs Road (a variable width right-of-way); said point being the most southerly southwest corner of said Lot 1 and the east end of circular clip; said point also being the beginning of a curve to the right; from said point a "T" cut in concrete found for the northeast corner of that tract of land described in General Warranty Deed to Phillip A. and Teresa K. Norris recorded in Instrument Number D203303067 of said Official Public Records bears South 31 degrees, 45 minutes, 00 seconds West, a distance of 395.97 feet; THENCE, in a northwesterly direction, along said curve to the right and said circular corner clip, departing the said north line of Mascot Boulevard and along the said west line of Lot 1 and the said east line of Willow Springs Road, having a central angle of 89 degrees, 28 minutes, 15 seconds, a radius of 90.00 feet, a chord bearing and distance of North 45 degrees, 18 minutes, 04 seconds West, 126.69 feet, an arc distance of 140.54 feet to a point at the end of said curve; THENCE, North 00 degrees, 33 minutes, 55 seconds West, along the said west line of Lot 1 and the said east line of Willow Springs Road, a distance of 245.84 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 89 degrees, 29 minutes, 16 seconds East, departing the said west line of Lot 1 and the said east line of Willow Springs Road, a distance of 10.59 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; from said point a PK nail found for the northwest corner of said Lot 1 bears North 04 degrees, 34 minutes, 36 seconds West, a distance of 1,516.75 feet; THENCE, South 00 degrees, 30 minutes, 44 seconds East, a distance of 190.61 feet to a 1/2- inch iron rod with "PACHECO KOCH" cap set for the beginning of a curve to the left; THENCE, in an southeasterly direction along said curve, having a central angle of 89 degrees, 30 minutes, 21 seconds, a radius of 120.00 feet, a chord bearing and distance of South 45 degrees, 15 minutes, 55 seconds East, 168.97 feet, an arc distance of 187.46 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set at the end of said curve; THENCE, North 89 degrees, 58 minutes, 54 seconds East, a distance of 97.71 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; / THENCE, South 00 degrees, 01 minutes, 57 seconds East a distancebf 25.46 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner in the said south line of Lot 1 and the said north line of Mascot Boulevard; PAGE 1 OF 2 EXHIBIT "A" RIGHT-OF-WAY Part of Lot 1, Block 1, NISD High School No. 3 Addition James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, South 89 degrees, 58 minutes, 03 seconds West, along the said south line of Lot 1 and the said north line of Mascot Boulevard, a distance of 137.57 feet to the POINT OF BEGINNING; CONTAINING: 10,342 square feet or 0.237 acres of land, more or less (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. 3� t �b l 7 ��:•°F •re dew, �P�G�S.rERF+q4p �iJQC*7 Paul Daniel Date pAUL��DANOEL Registered Professional Land Surveyor No. 6534 6534 Pacheco Koch Consulting Engineers, Inc. 9;a� �P:o 6100 Western Place, #1001, Fort Worth TX 76107 s u a (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX13.doc jmh 3661-15,010EX13.dwg jmh PAGE 2OF2 LEGENDEXHU o p4 . o — — PROPERTY LINE + + a EASEMENT LINE ( N 89 29 16 E LOT 1, BLOCK 1 0 POINT FOR CORNER 10.59' NISD HIGH SCHOOL NO. 3 ADDITION (UNLESS OTHERWISE NOTED) IRS IRS - ' 1/2-INCH IRON ROD W/ (PK NAIL FOUND (INST. NO. D215015203) PACHECO KOCH" CAP SET N 04'34'36" W 1,516.75') IRF - 1/2-INCH IRON ROD FOUND IRS Uj(C.M.) 1, T-IWEST INDEPENDENT SCHOOL DISTRICT (C.M.) - CONTROLLING MONUMENT I I (INST. NO. D208092668) r P.O.B. - POINT OF BEGINNING (D /� O O P*O.C, - PONT 0� COMMENC'NG P7 � 06 N d0'33'S5" W o Io LO 245.84' Z V) � I �) 20' CROSSTEX EASEMENT O 30 60 120 O:f (INST. NO. D211279733) Z o 0I GRAPHIC SCALE IN FEET Z Q II l Z �1 3 I w H 4 I I I 10' DEVON \ SALT WATER EASEMENTLd Z O fi(INST. NO. 0211276727) ( v I �I I STORM WATER DETENTION FACILITY IRS I I (INST. NO. D215015203) \ Z Ip S10- . I o pl a-8930'21" mo2 << R=120.00' �O;� I I I L=187.46' J I <3 ( T=118.97' C5 n) o o� CB=S 45'15'55" E RIGHT—OF—WAY Z b ( CD=168.97' 10,342 SF Cc v a0mci N a (0.237 ACRES) LIJ� IN 89'58 '54" E ( z IRs �- } o ( I IRs S 00'01'57" E 3 z I�89'28'15" I I 25.46' — — — Iw �I R=90.00 S 89'58'03" W IRs — — I II I L=140.54 0.B 137.57MASCOT T=89.1 7' ("T" CUT IN CONCRETE FOUND " S 31'45'00" W 395,97') Ix CB=N 45-1a 04 w l 1 1 (�M , I z 9'CD=126.6B DUL E VA RD NOTES: (120 FOOT RIGHT—OF—WAY) The undersigned, Registered Professional Land 1. A metes and bounds description of even i Surveyor, hereby certifies that this plot of ��•,QF•,jF survey date herewith accompanies this plat survey accurately sets out the metes andr1srf,yF 1,� bounds of the dedication tract described. y= S.T of survey.o•';J' ..PAUL•... .... 2. Bearing system for this survey is based on ,• .;.. the Texas State Plane Coordinate System v 6534 — NAD 83, North Central Zone 4202, m based on observations made on February '�'p'•Eg s�••�'� 3, 2015 with a combined scale factor of Paul Dan+ Date S U RN 1.00012. r= Registered Professional Land Surveyor No. 6534 RIGHT-OF-WAY 4 Pacheco Koch 6100 WESTERN PLACE, SUITE 1001 PART OF LOT 1, BLOCK 1, NISD FORT WORTH. TX 76107 817.412.7155 TX REG. ENGINEERING FIRM F-469 HIGH SCHOOL NO. 3 ADDITION DALLAS FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 ORAW*W BY I CHECKED BY SCALE DATE JOB HIMWER CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 0 Jill PMD/MCB 1"=60' FEB. 2017 1 3661-15.010 PAGE 1 OF 1 R.O.W. DEDICATION_EX13 End North: 7027535.86' East: 2308866.63' Segment #1 . Curve Length: 140.54' Radius: 90.00' Delta: 89028'15" Tangent: 89.17' Chord: 126.69' Course: N45018'04"W Course In: N0002'11"W Course Out: S89026'04"W RP North: 7027625.86' East: 2308866.57' End North: 7027624.97' East: 2308776.58' Segment #2 . Line Course: N0°33'55"W Length: 245.84' North: 7027870.80' East: 2308774.15' Segment #3 . Line Course: N89029'16"E Length: 10.59' North: 7027870.89' East: 2308784.74' Segment #4 . Line Course: S0030'44"E Length: 190.61' North: 7027680.29' East: 2308786.45' Segment #5 . Curve Length: 187.46' Radius: 120.00' Delta: 89030'21" Tangent: 118.97' Chord: 168.97' Course: S45015'55"E Course In: N89029'16"E Course Out: S0°01'06"E RP North: 7027681.37' East: 2308906.44' End North: 7027561.37' East: 2308906.48' Segment #6 . Line Course: N89°58'54"E Length: 97.71' North: 7027561.40' East: 2309004.19' Segment #7 . Line Course: S0*01'57"E Length: 25.46' North: 7027535.94' East: 2309004.20' Segment #8 . Line Course: S89058'03"W Length: 137.57' North: 7027535.86' East: 2308866.63' Perimeter: 1035.78' Area: 10342 Sq. Ft. Page 1 R.O.W. DEDICATION_EX13 Error Closure: 0.00 Course: S72005'30"E Error North: -0.000 East: 0.001 Precision 1: 1003440000.00 Page 2 EXHIBIT "A" RIGHT-OF-WAY Part of Lot 1, Block 2, NISD High School No. 3 Addition James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the James Righly Survey, Abstract No. 1268, City of Fort Worth, Tarrant County, Texas said tract being a part of Lot 1, Block 2, NISD High School No. 3 Addition, an addition to the City of Fort Worth, Texas according to the plat recorded in Instrument No. D215015203 of the Official Public Records of Tarrant County, Texas; said tract also being part of that tract of land described in General Warranty Deed to Northwest Independent School District recorded in Instrument No. D211209458 of said Official Public Records; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): BEGINNING, at a point at the intersection of the south right-of-way line of Mascot Boulevard (a 120-foot wide right-of-way) and the east right-of-way line of Willow Springs Road (a variable width right-of-way); said point also being the southwest corner of said Lot 1, Block 2 and the northwest corner of Lot 1, Block 19, Willow Ridge Estates, an addition to the City of Fort Worth, Texas according to the plat recorded in Instrument No. D207349579 of the said Official Public Records and also being the south end of a circular corner clip; said point being the beginning of a curve to the right; from said point a "T" cut in concrete found for the northeast corner of that tract of land described in General Warranty Deed to Phillip A. and Teresa K. Norris recorded in Instrument No. D203303067 of said Official Public Records bears South 38 degrees, 25 minutes, 27 seconds West, a distance of 161.67 feet; THENCE, in a northeasterly direction, along said curve and said circular corner clip, having a central angle of 90 degrees, 33 minutes, 51 seconds, a radius of 89.12 feet, a chord bearing and distance of North 44 degrees, 41 minutes, 08 seconds East, 126.65 feet, an arc distance of 140.87 feet to a point at the end of said curve; THENCE, North 89 degrees, 58 minutes, 03 seconds East, along the north line of said Lot 1, Block 2 and the said south line of Mascot Boulevard, a distance of 135.00 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, South 00 degrees, 01 minutes, 57 seconds East, departing the said north line of Lot 1, Block 2 and the said south line of Mascot Boulevard, a distance of 4.00 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, South 89 degrees, 58 minutes, 03 seconds West, a distance of 135.00 feet to a 1/2- inch iron rod with "PACHECO KOCH" cap set for the beginning of a curve to the left; THENCE, in a southwesterly direction, along said curve, having a central angle of 90 degrees, 43 minutes, 56 seconds, a radius of 85.12 feet, a chord bearing and distance of South 44 degrees, 36 minutes, 05 seconds West, 121.14 feet, an arc distance of 134.79 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set at the end of said curve in the south line of said Lot 1, Block 2 and north line of said Lot 1, Block 19; PAGE 1 OF 2 EXHIBIT "A" RIGHT-OF-WAY Part of Lot 1, Block 2, NISD High School No. 3 Addition James Righly Survey, Abstract No. 1268 City of Fort Worth, Tarrant County, Texas THENCE, North 87 degrees, 01 minutes, 40 seconds West, along the said south line of Lot 1, Block 2 and said north line of Lot 1, Block 19, a distance of 4.01 feet to the POINT OF BEGINNING; CONTAINING: 1,091 square feet or 0.025 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. Zoe �or1 0F..TF 4V 00- �P•.•G15 i pq•.;f9 c?t Q� — FO•.cP Paul Daniel Date "PAUL DANIEL Registered Professional Land Surveyor No. 6534 .. Pacheco Koch Consulting Engineers, Inc. <:0 6534 aP o 6100 Western Place, #1001, Fort Worth TX 761079y°FS. ..y�, (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX14.doc jmh 3661-15.010EX14.dwg jmh PAGE 2 OF 2 Q I I ( I APPROXIMATE LOCATION 50—FOOT MASCOT A SCO T RIGHT—OF—WAY EASEMENT (BK. 5. PG. 262) 0 20 40 80 O (c.c.M.i.c.T.) I I BOULEVARD GRAPHIC SCALE IN FEET (A 120 FOOT RIGHT—OF—WAY) 20' CROSSTEX EASEMENT (INST. N0. 0211279733) I10' DEVON LQ SALT WATER EASEMENT Q (INST. NO. D211276727) Q ( RIGHT—OF—WAY S 00`01'57" E ( � 1.091 SF 4.00' v I I I (0.025 ACRES) -4 &-90`33'51" N 8958'03" E 135.00' IRs ` a � - W-10 m — �R=89.12' _ —• — 3= L=140.87' IRS _S-M* 03' o Z o T=9�0Q.00' 11=90'43'56" _ i �- _ EAGLE MOUNTAIN PIPELINE ga rz-CB=N 44`41'08" E k=;-85.1-22-y- 10' DEVON EASEMENT (IONS_NO. 0205359730) CD=126.65' L=134.79' (INST. NO. D211209458) T--86.21' _ _ B=S 44'36'0 { CD=121.14' 5' UTILITY EASEMENT o ; I LOT 2 (INST, NO. 0207349579) f I LOT 1, BLOCK 2 W I INISD HIGH SCHOOL NO. 3 ADDITION Ln Z P.®,Be ( IRS I o (INST. N0. 0215015203) r T V) 17 0 in ('T" CUT IN �LTJ NORTHWEST `JCEPD'•' F SCHOOL DISTRICT CONCRETE FOUND W S 3825'27" w tat 6T) ]C U Cq r7 o JSF NO. D21 209458) (C.M) LOT 1 000 r Oz -jy- O - z LLi 87`01 �04.01 " I 10'X10' TELEPHONE fI] ?� Z < F ' I (NSTEASE.NO. -2r- 34zz 79 ENT � N °'v LEGEND i I - - PROPERTY LINE I w �� 7.5' UTILITY EASEMENT EASEMENT LINE a�-m (INST. N0. 0207349579) POINT FOR CORNER I a w - (UNLESS OTHERWISE NOTED) c w a �— IRS 1/2-INCH IRON ROD W/ (n "PACHECO KOCH" CAP SET I o w a "" -- — i (C.M.) - CONTROLLING MONUMENT o I I W'z z WILLOW RIDGE RESIDENTIAL -jan.r PARTNERS LOT HOLDING PeOal3a - POINT CF BEGINNING W V COMPANY, LLC NOTES: (INST. NO. D211031049) 11 4 Thio un ed. Registered Professional Land 1. A metes and bounds description of even Surveyor, hereby certifies that this plat of ��••OF• rt survey date herewith accompanies this plat bounds of the dedication tract described.sets out the metes �G1gTf�Fgs of survey. 2. Bearing system for this survey is based on a PAUL DANIEL the Texas State Plane Coordinate System •• ••• — NAD 83, North Central Zone 4202, m e;9 6534 P�:Q based on observations made on February I ;°�fgg�0t•.>,� 3, 2015 with a combined scale factor of a 00 I Date S...V�C 1.00012. Registered Professional RIGHT-OF-WAY Q Land Surveyor No. 6534 Pacheco Koch 6100 WESTERN PUCE. SUITE 1001 P,� OF LOT 1, BLOCK 2, NISD FORT WORTH. TX 76107 817.4117155 HIGH SCHOOL N0. 3 ADDRION TX REG. ENGINEERING FIRM F-486 DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10006001 JAMES RIGHLY SURVEY, ABSTRACT NO. 1268 Z. DRAWN 8Y CHECKED 8Y SCALE DATE .108 NUWcR CRY OF FORT WORTH, TARRANT COUNTY, TEXAS JMH PMD/MCB 1'=40' FEB. 2017 1 3661-15.010 1 PAGE 1 OF 1 R.O.W. DEDICATION_EX14 End North: 7027325.81' East: 2308758.74' Segment #1 . Curve Length: 140.87' Radius: 89.12' Delta: 90033'51" Tangent: 90.00' Chord: 126.65' Course: N44041'08"E Course In: N89024'12"E Course Out: N0001'57"W RP North: 7027326.73' East: 2308847.86' End North: 7027415.85' East: 2308847.80' Segment #2 . Line Course: N89058'03"E Length: 135.00' North: 7027415.93' East: 2308982.80' Segment #3 . Line Course: S0001'57"E Length: 4.00' North: 7027411.93' East: 2308982.80' Segment #4 . Line Course: S89058'03"W Length: 135.00' North: 7027411.85' East: 2308847.80' Segment #5 . Curve Length: 134.79' Radius: 85.12' Delta: 90043'56" Tangent: 86.21' Chord: 121.14' Course: S44036'05"W Course In: S0001'57"E Course Out: S89014'07"W RP North: 7027326.73' East: 2308847.85' End North: 7027325.60' East: 2308762.74' Segment #6 . Line Course: N87001'40"W Length: 4.01' North: 7027325.81' East: 2308758.74' Perimeter: 553.67' Area: 1091 Sq. Ft. Error Closure: 0.00 Course: N70°13'23"W Error North: 0.000 East: -0.001 Precision 1: 525800000.00 Page 1 EXHIBIT "A" RIGHT-OF-WAY Part of Knox Street Partners No. 14, LTD. M.E.P. & P.R.R. Co. Survey, Abstract No. 1111 City of Fort Worth, Tarrant County, Texas Being a right-of-way dedication situated in the M.E.P. & P.R.R. Co. Survey, Abstract No. 1111, City of Fort Worth, Tarrant County, Texas said tract being a part of that tract of land described in Special Warranty Deed to Knox Street Partners No. 14, Ltd. recorded in Instrument No. D215257357 of the Official Public Records of Tarrant County, Texas; said right-of-way dedication being more particularly described as follows (bearing system for this survey is based on the Texas State Plane Coordinate System - NAD 83, North Central Zone 4202 (2011), based on observations made on February 3, 2015 with a combined scale factor of 1.00012): BEGINNING, at a point in the west line of Willow Springs Road (a variable width right-of-way); said point also being the southeast corner of said Knox tract; THENCE, South 89 degrees, 48 minutes, 55 seconds West, a distance of 24.99 feet to a "T cut in concrete found; said point being the northeast corner of that tract of land described in General Warranty Deed to Phillip A. and Teresa K. Norris recorded in Instrument No. D203303067 of the said Official Public Records, THENCE, North 00 degrees, 30 minutes, 44 seconds West, departing the said south line of the Knox Street Partners No. 14, Ltd. tract and the said north line of the Phillip A. Norris tract, a distance of 114.15 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for the beginning of a curve to the left; THENCE, in a northwesterly direction, along said curve, having a central angle of 89 degrees, 31 minutes, 13 seconds, a radius of 125.00 feet, a chord bearing and distance of North 45 degrees, 16 minutes, 21 seconds West, 176.03 feet, an arc distance of 195.30 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set at the end of said curve; THENCE, South 89 degrees, 58 minutes, 03 seconds West, a distance of 14.98 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 00 degrees, 01 minutes, 57 seconds West, a distance of 86.00 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner; THENCE, North 89 degrees, 58 minutes, 03 seconds East, a distance of 13.25 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for the beginning of a curve to the left; THENCE, in a northeasterly direction, along said curve, having a central angle of 90 degrees, 28 minutes, 47 seconds, a radius of 115.00 feet, a chord bearing and distance of North 44 degrees, 43 minutes, 39 seconds East, 163.31 feet, an arc distance of 181.60 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set at the end of said curve; THENCE, North 00 degrees, 30 minutes, 44 seconds West, a distance of 21.38 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner in the north line of said Knox Street Partners No. 14, Ltd. tract and the south line of that tract of land described in Special Warranty Deed to Knox Street Partners No, 18, Ltd. recorded in Instrument No. D215257359 of the said Official Public Records; from said point a 1/2-inch iron rod with "JACOBS" cap found at the southeast corner of that tract of land described in Special Warranty Deed to HPC Wellington South Development Corporation bears North 07 degrees, 15 minutes, 17 seconds West, a distance of 1,573.23 feet; PAGE 1 OF 2 EXHIBIT "A" RIGHT-OF-WAY Part of Knox Street Partners No. 14, LTD. M.E.P. & P.R.R. Co. Survey, Abstract No. 1111 City of Fort Worth, Tarrant County,, Texas THENCE, North 89 degrees, 57 minutes, 45 seconds East, a distance of 34.00 feet to a point for corner; said point being the northeast corner of said Knox Street Partners No. 14, Ltd. tract and the southeast corner of said Knox Street Partners No. 18, Ltd. tract; THENCE, South 00 degrees, 30 minutes, 44 seconds East, along the said east line of Knox Street Partners No. 14, Ltd. tract, a distance of 461.39 feet to the POINT OF BEGINNING; CONTAINING: 30,869 square feet or 0.709 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the dedication tract described. K! ,�P��,t SEq .-49 Paul Daniel Date ...................DANIEL Registered Professional Land Surveyor No. 6534 ••....• Pacheco Koch Consulting Engineers, Inc. 4•.aFgS S I oa'y0 6100 Western Place, #1001, Fort Worth TX 76107 ����'..Rv� (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3661-15.010EX15.doc jmh 3661-15.010EX15.dwg jmh PAGE 2 OF 2 MATCH LINE (SEE SHEET 2) 00'01 60757W 86.00' 20 40 80 IRS IRS GRAPHIC SCALE IN FEET S 89'58'03" W X89'31'13" EAGLE Q I 1 14.98' R=125.00' COMPANY O EASEMENT UNTAIN 1ELlNE L=195.30' I 1K I (INST. NO. 0205359730) I T=123.96, PERMANENT DRAINAGE " FACILITY EASEMENT O CB=N 45'16 21 W (INST. NO. D216287395) CD-176.03' z Cn W ' I q �( �0Z N XW F� 0 r La* cr w I d Z I WW j 0z 0: I� er 4 ~ �� WU' Z lWi W I a, W N ( WNm �z ZUjn I n IRS � z Cao 'nW owir ( <(nC ��o l �v ( UV Oj �F �W O I r�LLJ 0 QrQ J O U U W Uj I O Wz Uj 1 Uj0 Y Jaz I z�? 1 Dai I� < I W � -Z ISA r r z W Z O U 7 ( U l z O<Z v' I WXZ W iR O W I r�c9v ) r�� <V) I O V UILi I K 3<O I O N 10 OT, � 1 � W J I tnZZ ���3i N X J r a= Q V• s OaZ Q-2M �+ LEGEND tea" <� — — — -- PROPERTY LINE ( ` r Q < EASEMENT LINE Z M 0 POINT FOR CORNER RIGHT—OF—WA Q I z z n I (UNLESS OTHERWISE NOTED) Q 1 .�^ pQA I W�, IRS - 1/2-INCH IRON ROD W/ . I aLj n "PACHECO KOCH" CAP SET I (0.709 ACRES) N < Z UJ (C.M.) - CONTROLLING MONUMENT ( 1 ,UT IN CONCRETE B r Z o a z FOUND • •B. I z< — 6 P.O.S. - 011e- 3f BE•"•;tiN N 38.3 ' _ ( (C.M.) 0 o z 7 0 PHIWP A. AND TERESA K. NORRIS 923' S 89.48'55" W (INST. NO. D203303067) I 1 I 1 I NQS- 24.99'1 I W v _I 1. A metes and bounds description of even The undersigned. Registered Professional Land survey date herewith accompanies this plat Surveyor. hereby certifies that this plat of �E••OF, lF of survey. survey accurately sets out the metes and �P,.•G�S,Tf,p•.� bounds of the dedication tract described. �:�.`� Fo'9cl+ 2. Bearing system for this survey is based on the Texas State Plane Coordinate System ••PAUL••DANIEL — NAD 83, North Central Zone 4202, •• •• •••• based on observations made on February �/���3 :9 •6534 pr Q• 3. 2015 with a combined scale factor of I 1 �1 94:�-°.�E s 8% .-A 1.00012. r 4bulDe Date •S U a d �} Registered Professional RIGHT-OF-WAY Land Surveyor No. 6534 PART OF KNOX STREET PARTNERS NO. 14. LTD, 6100 WESTERN PLACE, SUITE loot M.E.P. do P.R.R. CO. SURVEY. Pacheco Koch FORT WORTH. TX 76107 817.412.7135 TX REG. ENGINEERING FIRM F-489 ABSTRACT NO. 1111 DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-10008001 CITY OF FORT WORTH. TEXAS i DRAWN BY CHECKED BY SCALE DATE JOB NUMIFER TARRANT COUNTY. TEXAS <o JMH PMD/tI11CB 1'=40' FEB. 2017 3661-15.010 PAGE 1 OF 2 a LEGEND EMMOBOT • p • FrS - WWNT FOR C_RW'SGT^=RW''SE NO-.C) -NCH iR0^4 RCD 'W/ ACH_�C K3--H" CAn SE- (C.M.) - C0NTo0,_L1%, MCNUM_N_ 0 20 40 80 N 89'57'45" E I 34.00 GRAPHIC P.O.B. - =aNT OF 3=G�NN N SCALE IN FEET - ( I I KNOX STREET PARTNERS NO. 18, LTD. /214CN IRON R:iC FO+JNA (INST. NO. D215257359) f W! W 1r57 2Y) 1909.72' Y 07 14 W i,�',3 230 KNOXSTREET PARTNERS N0. 14, LTD. r a7s.73' — T (INST. N0. D215257357) f , N 00'30'44" W � _ 21.38 r a�' ,�4ossr_x FKAS _ RS iIN� ... �21E?:.•jt.4. _ X90'28 47 R=115.00' 7 L-181.60' w1251 Q ?Q ` T=115.97' Y => ZQ CB=N 44'43'3 z 1633I 1'D CD= 9" E . oo Q aJ f cn Q I N 89'58'03 E 13.25' ?s _ a U 0~o y pERMA E\1AiER \ c1= EA i i A V.^Ji \\ H�mc� r RIGHT—OF—WAY o \ 30,869 SF N 00'01'57" W ti 86.00' (0.7019 ACRES) Ln -all� els �i n MATCH UNE (SEE SHEET 1) NOTES: n 1. A metes and bounds description of even survey date herewith accompanies this plat of survey. Q 2. Bearing system for this survey is based on r the Texas State Plane Coordinate System In – NAD 83, North Central Zone 4202, based on observations made on February 3, 2015 01,00012 with a combined scale factor of RIGHT-OF-WAY PART OF KNOX STREET PARTNERS NO. 14. LTD. # Pacheco Koch 6100 WESTERN PUCE, SUITE 1001 M.E.P. do P.R.R. CO. SURVEY, FORT WORTH, TX 76107 817.4127155 TX REG. ENGINEERING FIRM F-489 ABSTRACT NO. 1111 DALLAS . FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS-10008001 CRY OF FORT WORTH, TEXAS W DRAWN BY I CHECKED BY SCALE DATE JOB NUABER TARRANT COUNTY, TEXAS JMH PMD/M1"-40FEB. 2017 1 3661-15.010 PAGE 2 OF 2 a DWG RLE: .3661-15.010—EX15.Dwh R.O.W. DEDICATION_EX15 North: 7027199.23' East: 2308683.23' Segment #1 . Line Course: S89048'55"W Length: 24.99' North: 7027199.15' East: 2308658.24' Segment #2 . Line Course: N0030'44"W Length: 114.15' North: 7027313.29' East: 2308657.22' Segment #3 . Curve Length: 195.30' Radius: 125.00' Delta: 89031'13" Tangent: 123.96' Chord: 176.03' Course: N45016'21"W Course In: S89029'16"W Course Out: N0061'57"W RP North: 7027312.18' East: 2308532.23' End North: 7027437.17' East: 2308532.16' Segment #4 . Line Course: S89058'03"W Length: 14.98' North: 7027437.16' East: 2308517.18' Segment #5 Line Course: N0001'57"W Length: 86.00' North: 7027523.16' East: 2308517.13' Segment #6 . Line Course: N89058'03"E Length: 13.25' North: 7027523.17' East: 2308530.38' Segment #7 . Curve Length: 181.60' Radius: 115.00' Delta: 90028'47" Tangent: 115.97' Chord: 163.31' Course: N44°43'39"E Course In: N0001'57"W Course Out: N89029'16"E RP North: 7027638.17' East: 2308530.32' End North: 7027639.20' East: 2308645.31' Segment #8 . Line Course: N0030'44"W Length: 21.38' North: 7027660.58' East: 2308645.12' Segment #9 Line Page i R.O.W. DEDICATION_EX15 Course: N89057'45"E Length: 34.00' North: 7027660.60' East: 2308679.12' Segment #10 . Line Course: 50030'44"E Length: 461.39' North: 7027199.23' East: 2308683.24' Perimeter: 1147.04' Area: 30869 Sq. Ft. Error Closure: 0.01 Course: S76027'01"E Error North: -0.002 East: 0.009 Precision 1: 110948.00 Page 2 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Rcvised July 1.201 1 _ d r m 0 CL O 3 T T L L ZO c QLU L m r 12v c a q q WE LL LL L C C W w O N q N C 0 m w N r O O O O O O CO O ?+ d m m a v o o E E Y .. v CgC N N O O1 m N N n N .-I W m C N d W � S W W .ti O1 V1 m n a n N Q O .+ W d0 W d0 W Op W W W W W W ` o' m T O V Nv1 m 1p N O Vf n N N V1 O W W W N l0 v n a U d W W W W O W W W R O m O O O O O O O O O N S IC m N m m ti m N r V a yy C 0�0 amp W 0�0 W OOi Q. a0 W 0p a0 W J 3 m cWW O O O O O O O O O O O O n n n n n n n n n n n s o � E � m o O R m c m m m m m m r � uai ori v y L pO V L � Z O C O O O } } } y } } } Z c 2 2 } } 3 e m oo m ao ao m oo W m m m m s w D 3 n �i o � 4.-+ a a a a a a a a a a a a ' w v u v az v 0sv� v a 0 0 0 0 v0 v0 z z c O " Z 2 Z Z Z Z 2 Z Z 2 Z Z c \ J - W m 333 � III N9v y U � A C is O 30 a C > m f V � V O a $ m naN+ m n v C C ui �c W 10ui v W vi W a � i t ci o y � � U = O �xc o L O K LL � �U z" m o m y G o. a` u I Z ❑ W • ul N H ZZZ f!1 N N N N H H Y W W W N f O fD o0 10 O 0 i fTj t O Y ZiB L 1� n o0 V .. 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V W 1 O Y > W o a` N Vl E v c a m 4 \J E EZ z A � i Z n v a` S .Oy c_q 0 J 1 Q V 0 Y ' J'l GEOTECHNICAL INVESTIGATION J� a PROPOSED ROUNDABOUTS " BLUE MOUND ROAD - FORT WORTH, TEXAS 1 l q' AGG REPORT NO. E15-0701 OCTOBER 19, 2015 r PREPARED FOR: PACHECO KOCH � FORT WORTH, TEXAS 76137 PRESENTED BY. BGG (ZOTEIC"„CfL ~� GRWF Geotechnical Engineering-Construction Services-Construction Materials Engineering Testing 3228 Halifax Street- Dallas,TX 75247 Ph. 972.444.8889 FX.972.444.8893 RLUvIll PM GEOTECHNICAL ENGINEERING (E0+�GGCM'� ENVIRONMENTAL CONSULTING �� CONSTRUCTION MATERIALS ENGINEERING AND TESTING October 19, 2015 Mr. Brian D. O'Neill, P.E., CFM Principal Pacheco Koch 6100 Western Place, Suite 1001 Fort Worth, TX 76107 Phone: (817) 412-7155 Email: boneill@pkce.com Re: Geotechnical Investigation Proposed Roundabouts Blue Mound Road Fort Worth, TX AGG Project No. E15-0701 Dear Mr. O'Neill: Please find enclosed our report summarizing the results of the geotechnical investigation performed at the above referenced project. We trust the recommendations derived from this investigation will provide you with the information necessary to complete your proposed project successfully. For your future construction materials testing and related quality control requirements, it is recommended that the work be performed by Alliance Geotechnical Group in order to maintain continuity of inspection and testing services for the project under the direction of the geotechnical project engineer. We thank you for the opportunity to provide you with our professional services. If we can be of further assistance, please do not hesitate to contact us. Sincerely, ALLIANCE GEOTECHNICAL GROUP TECH ..F TES�Ic o•• Vichael D. land, P.E. 14SICHAEL DAINE ROIAND� Mark J arro , P.E. Vice President +9a ., X6043 • Senior Vice President 1M+gyp •.!/CENSt�� �� �,F • ..... ' I 1 DNN1...r Dallas • Ft. Worth Frisk'() �}FL-W Huntsville Harrah, OK 3228 Halifax Strut • Dallas, Texas 75247 AM TNI. Q77,dGd.RRRQ • P— Q77.444.9RQ1 • w aonPnor rnm u•Tox+T TABLE OF CONTENTS PAGE 1.0 INTRODUCTION......... ........... ..................--......---...............-................ 1 1.1 PROJECT DESCRIPTION....... ............. ....... ..................... 1 1.2 PURPOSE AND SCOPE............. ...... ................. ................. .......... 2.0 FIELD INVESTIGATION ............... ............... ...... .......... ...... .......- 3.0 LABORATORY TESTING ................................................................................ ........ 2 4.0 SITE AND SUBSURFACE CONDITIONS ............. ................................................... 2 4.1 GENERAL SITE CONDITIONS ................................................................. 2 4.2 SUBSURFACE CONDITIONS.................................................................... 3 4.3 SITE GEOLOGY............................................................. ......................... 3 4.4 GROUNDWATER CONDITIONS.......................................................... 3 4.5 SOIL MOVEMENTS ........................................................................... .......... 3 4.6 OPTIONAL SITE MODIFICATION TO REDUCE SOIL MOVEMENTS ..........4 5.0 PAVEMENT DESIGN ANALYSIS AND RECOMMENDATIONS ............. 4 5.1 SUBGRADE PREPARATION..................... ................... .............. 5 5.2 PAVEMENT SECTION RECOMMENDATIONS ............................................6 5.3 PAVEMENT CONSIDERATIONS........................................... . .................... 7 5.4 FIELD SUPERVISION AND DENSITY TESTING.......................................... 9 6.0 LIMITATIONS ........... ............. ................................... ...... ......... .............. 9 FIGURES FIGURES PLANOF BORINGS------------------------------------------------------------------------------------------- 1 LOGSOF BORINGS ----------------------------------------------------------------------------------2 thru 4 LEGEND - KEY TO LOG TERMS & SYMBOLS -------------------------------------------------------- 5 SWELLSUMMARY-------------------------------------------------------------------------------------------- 6 SOLUBLE SULFATES TEST RESULTS ----------------------------------------------------------------- 7 LIME SERIES RESULTS------------------------------------------------------------------------------------- 8 ALLIANCE GEOTECHNICAL GROUP E15-0701 PROPOSED ROUNDABOUTS BLUE MOUND ROAD FORT WORTH, TEXAS 1.0 INTRODUCTION 1.1 PROJECT DESCRIPTION The project consists of constructing three roundabouts at intersections along Blue Mound Road in Fort Worth, Texas. One roundabout intersection will be constructed at Willow Springs Rd and two roundabout intersections will be constructed at the frontage roads of US 287 in Fort Worth, Texas. We understand that the proposed new roundabouts will consist of reinforced concrete pavement. The existing Blue Mound Road consists of a two lane asphalt pavement that is in poor condition. In addition to the roundabouts, we understand that Blue Mound Road is to be widened and reconstructed to a four lane divided reinforced concrete pavement between Willow Springs and US 287. 1.2 PURPOSE AND SCOPE The purposes of this geotechnical investigation were to: 1) explore the subsurface conditions at the site, 2) provide boring logs that present subsurface conditions encountered including water level observations and laboratory test results, 3) provide fill placement recommendations and subgrade preparation recommendations for new pavements, 4) provide comments on the presence and effect of expansive soils on the proposed new pavements, and 5) provide pavement subgrade preparation and pavement section recommendations. This investigation was performed in accordance with our Proposal No. P14-1101 E dated November 4, 2014. 2.0 FIELD INVESTIGATION The field investigation consisted of drilling three (3) test borings for the new roundabout pavements (Borings B-1 thru B-3). The test borings were advanced to depths of 20 feet below existing ground surface. A truck-mounted drilling rig was used to advance the borings and to obtain samples for laboratory evaluation. The borings were drilled at approximate locations shown on Figure 1. Undisturbed samples of cohesive soils were obtained at intermittent intervals with standard, thin-walled, seamless tube samplers. These samples were extruded in the field, logged, ALLIANCE GEOTECHNICAL GROUP E15-0701 PAGE 1 sealed, and packaged to protect them from disturbance and maintain their in-situ moisture content during transportation to our laboratory. Foundation bearing properties of the calcareous clay soils encountered in the borings were evaluated by the Standard Penetration test in conjunction with split spoon sampling. The Standard Penetration tests involves driving a standard 2 inch diameter sampler a total of one foot and recording the blow counts and driving distances for each 6 inch or 50 blow increment. The first 6 inch drive is for seating purposes. The results of the Standard Penetration tests are recorded at the respective testing depths on the Logs of Borings. The rock encountered in the test borings was evaluated by the Texas Department of Transportation Penetrometer (TxDOT Cone) tests. The TxDOT Cone is driven with the resulting penetration in inches recorded for 100 blows. The results of the TxDOT Cone test are recorded at the respective testing depths on the Logs of Borings. The results of the boring program are presented on the Logs of Borings, Figures 2 through 4. A key to the descriptive terms and symbols used on the logs is presented on Figure 5. 3.0 LABORATORY TESTING Laboratory tests were performed on representative samples of the soil to aid in classification of the soil materials. These tests included Atterberg limits tests, percent passing #200 sieve, dry unit weight and moisture content tests. Hand penetrometer tests were performed on the clay soil samples to provide indications of the swell potential and the foundation bearing properties of the subsurface strata. The results of these tests are presented on the Logs of Borings (Figures 2 through 4). To provide additional information about the swell characteristics of these soils (at their in-situ moisture conditions), absorption swell tests were performed on selected samples of the clay soils (see Figure 6). Soluble sulfate testing was performed to determine the potential risks of lime-sulfate induced heave (see Figure 7). A lime series test was performed to determine the optimum amount of lime for stabilization (see Figure 8). 4.0 SITE AND SUBSURFACE CONDITIONS 4.1 GENERAL SITE CONDITIONS The project consists of constructing three roundabouts at intersections along Blue Mound Road in Fort Worth, Texas. One roundabout intersection will be constructed at Willow ALLIANCE GEOTECHNICAL GROUP E15-0701 PAGE 2 Springs Rd and two roundabout intersections will be constructed at the frontage roads of US 287 in Fort Worth, Texas. The existing Blue Mound Road consists of a two lane asphalt pavement that is in poor condition. The pavement is severely cracked in many locations and differential movements have occurred along the pavement. Many areas have been patched along the roadway. See Boring Location Plans (Figure 1) for site location and aerial view. 4.2 SUBSURFACE CONDITIONS Subsurface conditions encountered in the borings, including descriptions of the various strata and their depths and thickness, are presented on the Logs of Borings (Figures 2 through 4). Note that depth on all borings refers to the depth from the existing grade or ground surface present at the time of the investigation. Boundaries between the various soil types are approximate. 4.3 SITE GEOLOGY As shown on the Sherman sheet of the Geologic Atlas of Texas, the site is located in an area underlain by the Pawpaw Formation, Weno Limestone and Denton Clay undivided. The Pawpaw formation typically consists of claystone, mudstone, and sandstone. The Weno Limestone typically consists of limestone with alternating clay layers. The Denton Clay typically consists of alternating layers of clay, marl and limestone. 4.4 GROUNDWATER CONDITIONS The borings were advanced using continuous flight auger methods. Advancement of the borings using these methods allows observation of the initial zones of seepage. Groundwater was not encountered within the test borings. It is not possible to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short- term observations. The subsurface water conditions are subject to change with variations in climatic conditions and are functions of subsurface soil conditions, rainfall and water levels within nearby creeks. 4.5 SOIL MOVEMENTS The subsurface exploration revealed the presence of about 10 feet of active clay soils over limestone. The clay soils will have a moderate to high shrink/swell potential depending upon the soil moisture condition at the time of construction. Soil swell movement calculations were performed using swell test results, pocket penetrometer readings, and moisture content tests to estimate the swell potential of the soil. The soil swell movement values are based upon current soil moisture conditions and current grades at the test boring locations. ALLIANCE GEOTECHNICAL GROUP Ell 5-0701 PAGE 3 The soil swell movement values based upon the current soil moisture conditions have been estimated to be about 6 inches at Borings B-1 and B-3 and in excess of 9 inches of anticipated soil swell at Boring B-2 due to the extremely dry condition of the expansive soils at this site (see Figure 6). It should be recognized that the surficial clay soils in non-paved are currently very dry and potentially highly expansive due to recent drought conditions. The test borings were drilled within proposed widening areas where existing landscaping is currently present. It is anticipated that the subsurface soils beneath the existing pavement are in a moist condition with a relatively low to moderate soil swell potential. Therefore, it is anticipated that very large differential movements (in excess of 8 inches) could occur between currently paved areas and non-paved areas unless moisture conditioning is performed to reduce the soil swell movements within the current non-paved areas. 4.6 OPTIONAL SITE MODIFICATION TO REDUCE SOIL MOVEMENTS As mentioned above, large differential upward pavement movements could occur at this site due to soil swelling. If this magnitude of differential pavement movement is not acceptable, site preparation work will have to be performed in order to lower the potential differential movements to an acceptable level. If it is required for the differential soil swell movements for the proposed new pavement to be reduced, excavation and moisture conditioning of the existing clay soils will be required. Moisture conditioning can be accomplished by excavation and moisture conditioning of the in-situ soils in compacted lifts. An Alliance Geotechnical Group engineer should be contacted for site preparation work recommendations in order to reduce the soil swell PVR to acceptable levels if it is desired to reduce differential upward pavement movements. 5.0 PAVEMENT DESIGN ANALYSIS AND RECOMMENDATIONS We understand that the design traffic for the new pavements consists of annual ESALs of 300,000 with a 2.5% growth rate and a design life of 30 years. The following recommendations are based upon these assumed conditions and design traffic loading. Note: Large differential upward slab movements are likely at this site (especially between current paved areas and non-paved areas) due to soil swelling and should be anticipated during design of the grading plan. See Section 4.5 of this report. Excavation and moisture conditioning could be performed in pavement areas sensitive to differential movement if it is desired to reduce differential pavement movements. See Section 4.6 of this report. Recommendations for this could be ALLIANCE GEOTECHNICAL GROUP E15-0701 PAGE 4 provided by AGG based on tolerances for movement determined by the Owner and Civil Engineer. 5.1 SUBGRADE PREPARATION The surficial clays present at this site are subject to losses in shear strength with increases in moisture content beneath the paving. The clay soils typically react with hydrated lime which serves to improve their support value at higher moisture levels and provides a firm, uniform subgrade beneath the paving. However moderately high sulfate levels are present at this site (see Figure 7). There is a risk for excessive sulfate induced heave whenever sulfate levels are in excess of 3,000 ppm. One of the sulfate tests resulted in a soluble sulfate level of 4,840 ppm. Larger sulfate levels (over 10,000 ppm) are anticipated in areas where seams and pockets of gypsum are present. Due to the risk of sulfate induced heave at this site, lime stabilization is not recommended. In lieu of lime stabilization, eight (8) inches of recycled crushed concrete base could be used. The flex base should be compacted at or above optimum to a minimum of 95% Modified Proctor density (ASTM D1557). The base materials should comply with TxDOT Item 247, Type D, Grade 1. We recommend that the base materials extend at least two feet beyond the pavement edges. Crushed concrete base is preferred due to its lower permeability as compared to crushed stone base. Prior to placing the flex base, the subgrade should be proofrolled prior to subgrade compaction. Proofrolling can generally be accomplished using a heavy (25 ton or greater total weight) pneumatic tired roller making several passes over the areas. Where soft or compressible zones are encountered, these areas should be removed to a firm subgrade. Wet or very moist surficial materials may need to be undercut and either dried or replaced with proper compaction or replaced with a material which can be properly compacted. Any resulting void areas should be backfilled to finished subgrade in 6 inch compacted lifts compacted to a minimum of 97 percent of maximum dry density as determined by ASTM D 698 at optimum to +3% above optimum. The upper eight (8) inches of pavement subgrade should be scarified and compacted prior to placing flex base. The upper eight (8) inches of the subgrade soils should be compacted at optimum to +3% above optimum moisture to a minimum of 97% Standard Proctor density (ASTM D 698). If a rain event occurs prior to paving, the subgrade should be aerated and re-tested prior to paving. ALLIANCE GEOTECHNICAL GROUP E15-0701 PAGE 5 As an alternative to flex base, a thickened concrete section over a compacted subgrade without lime could be used. If this alternative is used, the upper eight (8) inches of pavement subgrade should be scarified and compacted at optimum to +3% above optimum moisture to a minimum of 97% Standard Proctor density (ASTM D 698). The subgrade should be proofrolled as mentioned above prior to filling. If a rain event occurs prior to paving, the subgrade should be aerated and re-tested prior to paving. Sand should be specifically prohibited beneath pavement areas during final grading (after stabilization), since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils. It should be specified that only on-site clay soils be allowed for fine grading. After fine grading each area in preparation for paving, the subgrade surface should be lightly moistened, as needed, and recompacted to obtain a tight non-yielding subgrade. If a rain event occurs prior to paving, the subgrade should be aerated and re- tested prior to paving. Due to the presence of highly expansive clay soils, large differential pavement movements should be anticipated during design of the grading plan. See Sections 4.5 and 4.6 of this report. Inspection during construction is particularly important to insure proper construction procedures are followed. All joints must be effectively seated. Ponding conditions should not be allowed in any area. 5.2 PAVEMENT SECTION RECOMMENDATIONS The pavement section recommendations provided below were designed based upon AASHTO Guide for Design of Pavement Structures using WinPASS 12 computer program. A summary of the inputs are provided below: Concrete Pavement Design E 18's: 13,170,000 (Annual ADT of 300,000 (design direction) with 2.5% growth rate for 30 year design life) Initial Serviceability: 4.5 Terminal Serviceability: 2.5 Modulus of Rupture: 620 psi Elasticity Modulus: 4,000,000 psi Effective k-value: 250 psi/in - for flex base Effective k-value: 100 psi/in - for compacted subgrade Reliability Level: 90% Standard Deviation: 0.39 Load Transfer J: 3.2 Drainage Coefficient: 1.0 ALLIANCE GEOTECHNICAL GROUP E15-0701 PAGE 6 The following pavement sections are recommended for this project. 1. 11.0 inches of reinforced concrete (flexural strength of 620 psi)* over an 8 inch flex base placed over a proofrolled and compacted subgrade. 2. 12.0 inches of reinforced concrete (flexural strength of 620 psi)* placed over a proofrolled and compacted subgrade. A minimum flexural strength of 620 psi is required as determined by using simple beam, 28-day, third-point loading. Note: If a stiffened curb and gutter is used for edge support, the concrete thicknesses recommended above could be reduced by one inch. Sulfate resistant concrete mix designs utilizing fly ash is recommended for all concrete that will be in contact with the sulfate rich soils at this site. The mix design should include the type and amount of cement and the type and amount of fly ash proposed. A locally available fly ash/cement mix design utilizing Type it cement and 25% Type F fly ash or an approved equal is recommended for below grade concrete due to its resistance to sulfate attack. There are additional ACI requirements that should be implemented for Class 2 exposure based on sulfate levels over 2,000 ppm. Class 2 exposure would be applicable for sulfate levels between 2,000 ppm and 20,000 ppm. Proper joint placement and design is critical to pavement performance. Load transfer at all joints and maintenance of watertight joints should be provided. Control joints on maximum 15 foot spacings in both directions should be sawed as soon as possible after placing concrete and before shrinkage cracks occur. All joints including sawed joints should be properly cleaned and sealed as soon as possible to avoid infiltration of water. The joint construction and spacing and reinforcing should be appropriate based on the actual concrete thickness used. As a minimum, reinforcement should consist of No. 4 bars over 18 inch centers in both directions. We recommend that the perimeter of the pavements have a stiffening curb section to prevent possible distress due to heavy wheel loads near the edge of the pavements and to provide channelized drainage. 5.3 PAVEMENT CONSIDERATIONS It is recommended that provisions be made in the contract to provide for proofrolling in areas where the subgrade will support new pavements. It is also recommended that an item be included for removal and replacement of soft materials, which are identified by this procedure. ALLIANCE GEOTECHNICAL GROUP E15-0701 PAGE 7 Proofrolling can generally be accomplished using a heavy (25 ton or greater total weight) pneumatic tired roller making several passes over the areas. Where soft or compressible zones are encountered, these areas should be removed to a firm subgrade. Wet or very moist surficial materials may need to be undercut and either dried or replaced with proper compaction or replaced with a material which can be properly compacted. Any resulting void areas should be backfilled to finished subgrade in 6 inch compacted lifts compacted to a minimum of 97 percent of maximum dry density as determined by ASTM D698 at optimum to +3% above optimum. Achieving the required field density is dependent upon the adequate pulverization of the clay fill materials, the magnitude of compaction energy and the maintenance of field moisture near optimum. All joints and pavements should be inspected at regular intervals to ensure proper performance and to prevent crack propagation. The soils at the site are highly expansive and differential heave within the paving areas will occur. Large differential upward pavement movement could occur between current paved and non-paved areas. See Sections 4.5 and 4.6 of this report. Over-excavation and moisture conditioning of the backfill soils would be required to reduce the potential differential pavement movements between the paved and non-paved areas. The service life of paving may be reduced due to water infiltration into subgrade soils through heave induced cracks in the paving section. This will result in softening and loss of strength of the subgrade soils. A regular maintenance program to seal paving cracks will help prolong the service life of the paving. The life of the pavement can be increased with proper drainage. Areas should be graded to prevent ponding adjacent to curbs or pavement edges. Backfill materials, which could hold water behind the curb, should not be permitted. Flat pavement grades should be avoided. Trees and deep rooted shrubs should not be planted within 35 feet of the new pavements. The roots of mature trees absorb large amounts of moisture from the supporting soils and differential pavements settlements could occur due to ground shrinkage associated with tree root desiccation. If trees are to be planted near the roadway, an arborist or landscape architect should be contacted regarding the use of root barriers and/or irrigated tree wells to minimize moisture losses beneath the pavements. Also, the area beneath the drip lines should not be paved but should be irrigated. ALLIANCE GEOTECHNICAL GROUP E15-0701 PAGE 8 5.4 FIELD SUPERVISION AND DENSITY TESTING Field density and moisture content determinations should be made on each lift of fill with a minimum of 1 test per 150 linear feet of pavement. Supervision by the field technician and the project engineer is required. Some adjustments in the test frequencies may be required based upon the general fill types and soil conditions at the time of fill placement. Many problems can be avoided or solved in the field if proper inspection and testing services are provided. It is recommended that all site and subgrade preparation and pavement placement be monitored by a qualified engineering technician. Density tests should be performed to verify compaction and moisture content of any earthwork. Inspection should be performed prior to and during concrete and asphalt placement operations. Alliance Geotechnical Group employs a group of experienced, well-trained technicians for inspection and construction materials testing who would be pleased to assist you on this project. 6.0 LIMITATIONS The professional services, which have been performed, the findings obtained, and the recommendations prepared were accomplished in accordance with currently accepted geotechnical engineering principles and practices. The possibility always exists that the subsurface conditions at the site may vary somewhat from those encountered in the test borings. The number and spacing of test borings were chosen in such a manner as to decrease the possibility of undiscovered abnormalities, while considering the nature of loading, size, and cost of the project. If there are any unusual conditions differing significantly from those described herein, Alliance Geotechnical Group, Inc. should be notified to review the effects on the performance of the recommended foundation system. The recommendations given in this report were prepared exclusively for the use of the client, and their consultants. The information supplied herein is applicable only for the design of the previously described development to be constructed at locations indicated at this site and should not be used for any other structures, locations, or for any other purpose. We will retain the samples acquired for this project for a period of 30 days subsequent to the submittal date printed on the report. After this period, the samples will be discarded unless otherwise notified by the owner in writing. ALLIANCE GEOTECHNICAL GROUP E15-0701 PAGE 9 FIGURES h 5 �i i 5AV ,: :m 4; t OF I I, } �* 19 F7 * •'` 'A N Project No: PILLIfVlCE E15-0701 PLAN OF BORING 1, G GEOTECHNICnL PROPOSED ROUNDABOUTS GROUP _ — BLUE MOUND ROAD FIGURE NO: FORT WORTH, TEXAS LOG OF BORING B-1 Project: Blue Mound Roundabout- Fort Worth,Texas Project No.: E15-0701 Date: 08/20/2015 Elev. Location See Figure 1 Depth to water at completion of boring: Dry Depth to water when checked: was: Depth to caving when checked: was: ELEVATION SOIL SYMBOLS DEPTH SAMPLER SYMBOLS DESCRIPTION MC LL % % -% DD Ptsf UNef Strain ffegtl 8 FIELD TEST DATA % % % % % pCF sf k % 0 — f z Dark gray and tan CLAY w/calcareous nodules FILL_ z8 Dark gray CLAY w/calcareous nodules 23 73 25 46 94 101 45+ Gray CLAY w/calcareous nodules 1.6 — 28 63 24 39 97 21 5 — — _ — — Gray and tan CLAY w/calcareous nodules 34 22 .13 69 ,s 45+ 11/6~ Tan and light gray CLAY w/tan weathered — 33 90 26 62 64 — 5i6~ limestone seams 50/351, 10 Moderately hard to hard tan weathered LIMESTONE, w/clay seams, fractured Hard gray LIMESTONE T T 5010 5" 15 5010 25" 1 50/0 5" 20 5010.25~ -- Boring terminated at 20' 25 30 35 Notes: FIGURE:2 Alliance Geotechnical Group, Inc. LOG OF BORING B-2 Project: Blue Mound Roundabout- Fort Worth, Texas Project No,: E15-0701 Date: 08/20/2015 Elev Location: See Figure 1 Depth to water at completion of boring: Dry Depth to water when checked: was: Depth to caving when checked: was: ELEVATION/ SOIL SYMBOLS MC LL I PL PI 1.200 DD P.PEN UNCON Strain DEPTH SAMPLER SYMBOLS DESCRIPTION % % % % % pa tsf ksf % feet} &FIELD TEST DATA a 45++Dark gray CLAY w/calcareous nodules - _ 4.5++ 45++ 2267 27 40 95 104 45++ 4.5++ 45++ Gray and tan CLAY w/calcareous nodules 4 5++ °6 Tan and light gray calcareous CLAY w/calcareous 14 a' 1e y2 45++ y nodules and deposits 3716" 10 50142x• - Moderately hard to hard tan and gray weathered LIMESTONE, fractured, w/clay seams + V5010 75" Hard gray LIMESTONE - _ 15 5010 25" T t 1 IT I LT ' r• 50%0 5" 20 501025" — ----------- -- Boring -Boring terminated at 20' I 25 30 35 Notes: FIGURE:3 Alliance Geotechnical Group, Inc. LOG OF BORING B-3 Project: Blue Mound Roundabout- Fort Worth,Texas Project No. E15-0701 Date: 08/20/2015 Elev. Location: See Figure 1 Depth to water at completion of boring: Dry Depth to water when checked: was: Depth to caving when checked: was: ELEVATION/ SOIL SYMBOLS MC LL PL PI -200 DD P PEN UNCON Strain DEPTH SAMPLER SYMBOLS DESCRIPTION (feet) $FIELD TEST DATA % % % % % pCf tsf ks( % Dark gray CLAY w/calcareous nodules 45++ 20 72 26 46 83 106 45++ 4.5++ 11/6 Tan and light gray calcareous CLAY w/severely 1 42 3 23 73 4.5+ 4/6 weathered limestone seams and calcareous 45+ 5 316 4/6 nodules 4.5++ 1116 1116" 15 36 1 B 18 4.5++ 50145" Moderately hard to hard tan and gray weathered LIMESTONE, fractured, w/clay seams SC72 5" 10 50/1" Hard gray LIMESTONE 5010 75" 15 501025 z 5010.5" 2050/0.25" --—.. ---— — — --- — - Boring terminated at 20' 25 30 35 Notes: FIGURE:4 Alliance Geotechnical Group, Inc. KEY TO LOG TERMS & SYMBOLS Symbol Description Strata symbols CLAY LIMESTONE, � 1�'t'rj weathered .jt t11 LIMESTONE CLAY, � Calcareous So;! Samplers Thin Wall Shelby Tube Standard '- Penetration Test Auger THD Cone Penetration Test Notes: 1. Exploratory borings were drilled on dates indicated using truck mounted drilling equipment. 2 . Water level observations are noted on boring logs. 3. Results of tests conducted on samples recovered are reported on the boring logs. Abbreviations used are: DD = natural dry density (pcf) LL = liquid limit (%) MC = natural moisture content M PL = plastic limit (%) Uncon.= unconfined compression (tsf) PI = plasticity index P.Pen.= hand penetrometer (tsf) -200 = percent passing #200 4. Rock Cores REC = (Recovery) sum of core sample recovered divided by length of run, expressed as percentage. RQD = (Rock Quality Designation) sum of core sample recovery 4" or greater in length divided by the run, expressed as percentage. FIGURE:5 Alliance Geotechnical Group, Inc. SWELL TEST RESULTS BORING DEPTH UNIT ATL LIMITS IN-SITU FINAL LOAD NO. (FEET) WEIGHT LL PL PI MOISTURE MOISTURE PSF VERTICAL CONTENT CONTENT ( ) SWELL B-1 2-3 100.9 73 25 48 23.5 30.1 313 11.2 B-2 2-3 103.7 67 27 40 21.7 31.4 313 15.7 B-2 5-6 101.9 71 28 43 23.1 29.7 688 11.2 B-3 1-2 105.8 72 26 46 19.6 28.0 188 13.6 PROCEDURE: 1. Sample placed in confining ring, design load (including overburden) applied, free water with surfactant made available, and sample allowed to swell completely. 2. Load removed and final moisture content determined. SWELL TEST RESULTS { PROPOSED ROUNDABOUTS- BLUE MOUND ROAD GEOTECHNICAL FORT WORTH, TEXAS ALLIANCE GROUP ALLIANCE GEOTECHNICAL GROUP E15-0701 Date: 10115115 FIGURE 6 SOLUBLE SULFATES TEST RESULTS (PPM) BORING NO. DEPTH SOLUBLE SULFATES (PPM) B-1 0-2 280 B-1 2-4 4,840 B-2 0-2 320 B-2 2-4 120 B-3 0-2 200 B-3 2-4 100 SOLUBLE SULFATES TEST RESULTS f PILLIAhCE PROPOSED BLUE MOUND ROUNDABOUTS GEOTECHNICAL FORT WORTH TEXAS 1..._ 4 GROUP ALLIANCE GEOTECHNICAL GROUP E15-0701 DATE: 10/15/15 FIGURE: 7 LIME SERIES RESULTS BORING DEPTH LIME LIQUID PLASTICITY NO. (FEET) ADDED LIMIT INDEX(PI) (%) M 0 73 48 5 61 23 B-1 2-3 7 55 15 9 52 11 LIME SERIES RESULTS MLLIMNCE PROPOSED ROUNDABOUTS BLUE MOUND ROAD GEOTECHN109L FORT WORTH, TEXAS GROUP ALLIANCE GEOTECHNICAL GROUP E15-0701 DATE: 10/15/15 FIGURE: 8 GC-6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised July 1.2011 ATTACHMENT IA Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise -� MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME; Check applicable block to describe Offeror McClendon Construction Co, Inc NON-M/w/DBE PROJECT NAME; x BID DATE w August 30,2018 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 % 2.9 % 02161 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 with 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, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractorstsuppliers. 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 1 5'tier, a payment by a subcontractor to its supplier is considered 2nd 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 BE 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. If 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 FORTWORTH ATTACHMENT 1A Page 2 of 4 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 SUBCONTRACTORISUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax f B B B Work Purchased Email E E Contact Person E Rubio Trucking 9000 Co Rd 513 Hauloff $106,640.00 Alvarado, TX 76009 1 Trucking 817/829-3711 ❑ ❑ No Fax C Green Scaping LP ,4 2401 Handley Ederville R J Sodding $101,378.00 Ft Worth,TX 76118 1 © ❑ Seeding 817/577-9299 sgeigenmiller@greenscaping. m ❑ ❑ Y ❑ ❑ ❑ ❑ Rev.2/10/15 FORT WORTH ATTACHMENT 1A Page 2 of 4 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 SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax f B B B Work Purchased Email E E Contact Person E Venus Construction Water/Sewer 1426 S Main Prequalified $1,159,000.00 Mansfield, TX 76063 1Drainage Const 817/477-2050 E:] E:] Inlet Construction JMcAda@venusconstruction.com Manhole Const Bean Electrical Inc 821 E Enon Ave Lighting $609,979.00 Ft Worth, TX 76140 1 ❑ x 817/561-7400 ahawkins@beanelectrical.com Blackhawk Excavating LLC PO Box 440 Excavation $420,958.45 Grandview, TX 76050 1 ❑ x Land Clearing 817/205-9459 Site Developmen blackhawkexc@yahoo.com W.O.E. Const Inc PO Box 185176 Joint Seal $23,800.00 Grand Prairie,TX 76181 1 ❑ a 817/284-7401 Fax 817/284-7400 Peachtree Const Ltd 5801 Park Vista Cir Asphalt Paving $124,850.00 Keller, TX 76244 1 ❑ ❑ x 817/741-4658 mluig@peachtreecon.com .. T-Bar Fence Inc 1912 Peyco Dr S Fence Installation $11,200.00 Arlington, TX 76001 1 ❑ x 817/467-0412 Fax 817/467-7330 Rev.2/10/15 FORT WORTH �- ATTACHMENT 1A Page 3 of 4 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 SUBCONTRACTOR/SUPPLIER o Company Name T n Detail Detail Address i Subcontracting Supplies M w Dollar Amount Telephone/Fax ' B B N Work Purchased Email E E Contact Person E American Striping 11551 Ravenview Pavement Marking $78,028.75 Dallas, TX 75253 1 x Street Signs/Install 972/557-8565 Fax 972/557-4450 Synergy Signs/Svcs LLC PO Box 163616 Guardrail $15,000.00 Ft Worth, TX 76161 1 x 817/745-2330 lisa@synergysigns.com Steven Rizo PO Box 730 Construction $43,500.00 Joshua, TX 76058 1 x Staking 817/517-7520 SRCO@prodigy.net Erosion Control Mgmt 2214 Forest Grove Est Erosion Control $20,840.00 Allen, TX 75002 1 1:1 © Svcs/devices 972/816-0527 erosionlady@gmail.com w El E R Rev.2/10/15 FORTWORTH ATTACHMENT 1A Page 3 of 4 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 SUBCONTRACTORISUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M w Dollar Amount Telephone/Fax ' B B B Work Purchased Email E E Contact Person E City Concrete Co PO Box 890Ready-Mix $1,278,239.00 Rhome, TX 76078 1 ❑ ❑ x Concrete 817/636-2690 Fax 817/636-2690 Barnsco, lnc 2609 Willowbrook Rebar Supplier $196,877.55 Dallas, TX 75220 1 ❑ ❑ x 214/352-9091 Fax 214/379-0341 Big City Crushed Conc PO Box 29816 1 ❑ ❑ x Aggregate $69,000.00 - Dallas, TX 75229 972/243-5820 H J G Trucking, Inc 701 Denair St Aggregate/ $386,736.00 Ft Worth, TX 76111 1 ❑ ❑ Topsoil 817/834-7181 817/834-8240 Buyer's Barricades 3705 E 1st St Barricades $54,108.00 Fort Worth, TX 76111 1 ❑ x❑ 817/535-3939 Fax 817/831-7171 ❑ ❑ Rev.2/10/15 MW FORT WORTHATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ $208,018.00 Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ $4,334,748.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ $4,542,766.00 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 o Change/Addidon form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect 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 MBEs) 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 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 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. C� Dan McClendon Aut o ' e Signature Printed Signature President Title Contact Namerrtie(if different) McClendon Construction Co, Inc 817/295-0066 Company Name Telephone and/or Fax PO Box 999 dan@mcclendonconstruction.com Address E-mail Address Burleson,TX 76097 August 31, 2018 city/State/zip Rev.2/10/15 ATTACHMENT 1C Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe McClendon Construction Co, Inc Offeror PROJECT NAME: M/W/DBE x NON-MAN/DBE - BID DATE August 30, 2018 City's MBE Project Goal: Offeroes MBE Project Commitment: PROJECT NUMBER 25 % 2.9 % 02161 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based 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. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date,will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) 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 Water and Sewer, Prequalified Ready Mix Concrete Drainage Construction Rebar Supplier Inlet/Manhole Construction Aggregate/Topsoil Asphalt Paving Fuel Hauloff Trucking Barricades and Signs Seeding and Sodding Erosion Devices Excavation Const Staking Portable Toilets Joint Seal Lighting Fences Guardrail Excavation Street Sign Install Guardrail Striping Rev.2/10/15 ATTACHMENT 1C 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. x Yes Date of Listing 081 Is / 2018 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? x Yes (If yes,attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No Postal Mail was used to contact MBE's that were not reachable by other means. 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? X 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? x 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 prior to bid opening by email,exclusive of the day the bids are opened? X 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 above 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 responsive 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 x No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? x Yes No Rev.2/10/15 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? x Yes (If yes,attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? X Yes (If yes,attach the information that was not valid in order for the MNVBE Office to address the corrections needed.) No Returned or invalid email addresses are attached herein 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 Scope of Work Reason for Rejection No MBE Bids or response to RFQ ere received for this project ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. All listed MBE's were first contacted by email with an attachment listing specific items of work or materials needed. If email contact was unsuccessful, faxes were sent. If the MBE had no email, and a fax was unsuccessful, a letter was sent by postal mail. All pertinent MBE's were contacted successfully by at least one of these methods. 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.2/10/15 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBEs) listed wastwere contacted in good faith. It is understood that any MBE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's M/WBE 107%4 Dan McClendon At SignatureZ Printed Signature President Title Contact Name and Title(if different) McClendon Construction Co, Inc 8171295-0066 Fax 8171295-6796 Company Name Phone Number Fax Number PO Box 999 dan@mcclendonconstruction.com Address Email Address Burleson, TX 76097 August 31,2018 City/State/Zip Date Rev.2/10/15 F_O,RT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS 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 %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 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. ollowing: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 Offeror shall deliver the MBE documentation in person to the appropriate employee of the purchasing division and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed and/or emailed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: 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 M[WBE Office at(817)212-2674. Rev. 2/10/15 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: 11 NON-M/W/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % % 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 with 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, Parker, 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 15'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 BE 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. If 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 FORTWORTH ATTACHMENT 1A Page 2 of 4 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 SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax e B B BM Work Purchased Email E E Contact Person E El El El El Ll r-1 El 1:1 Rev.2/10/15 FORTH ATTACHMENT 1A Page 3 of 4 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 SUBCONTRACTOR/SUPPLIER a Company Name T n Detail Detail Address i Subcontracting Supplies M w Dollar Amount Telephone/Fax f B B B Work Purchased Email E E Contact Person E 0 0 El 0 0 0 0 Rev.2/10/15 FORT WORTH ATTACHMENT 1A 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 o Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect 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 Local laws 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 Name/Title(if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev. 2/10/15 ATTACHMENT 113 FORT WORTH Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: OWDRE NON-M/W/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % % If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if bath answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 mm., on the second City business day after bid opening, exclusive of the bid opening date,will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? 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.2/10/15 ATTACHMENT 1C Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: DBE I I NON-M/W/DBF. BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based 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. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) 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.2/10/15 ATTACHMENT 1C 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, ep rson 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 prior 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 above 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 responsive 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 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev.2/10/15 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services 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 M/WBE 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 Scope of Work Reason 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.2/10/15 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 MBE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's M/WBE 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.2/10/15 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Elidbility Form All questions must be answered;use"N/A"if not applicable. Name of City project: A joint venture form must be completed on each project RFP/Bid/Purchasing Number: _ 1.Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Idcntifv 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 firmT EBusmess m name Business Address: ss: City,State,Zip: City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non-MBE: Rev.2/10/15 Joint Venture Page 2 of 3 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;n/brnwrlon is deser-lbed in joint venture agr-een:ent) 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 (hi include Account Pavable and Recmable): 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 MUBE 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.2/10/15 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirtns that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. --------------— --------------------- ----------------------------------------------------------------------------------------------------------- Name of MBE firm Name of non-MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of 20 before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Rev. 2/10/15 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised July I,2011 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 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 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 on the TEXO's(The Construction Association)website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised July 1,2011 uocu6ign tnveiope I1J:314/V3/4-t/CH-4N42f-CSt4y-I.UNHy4Ul.bttb Permit to Construct on •hway Right of PERMIT NUMBER: 10-SO-57-18 su ersedes 10-SD-41-16 GPS* ROADWAY REQUESTOR LATITUDE,LONGITUDE HWY NAME I U.S. 287 32.946315,-97.386416 FOR TxDOT'S USE CONTROL 0014 NAME City of Fort Worth SECTION 15 MAILING ADDRESS 200 Texas Street CITY,STATE,ZIP Fort Worth,Texas 76102 PHONE NUMBER 817.392.6591 POC Mitch Alton 'GLOBAL POSITIONING SYSTEM COORDINATES AT INTERSECTION OF DRIVEWAY CENTERLINE WITH ABUTTING ROADWAY The Texas Department of Transportation, hereinafter called the Stale, hereby authorizes City of Fort Worth hereinafter called the Permittee,to ❑ construct/® reconstruct a ROADSIDE DITCH(NOT DRIVEWAY) (residential,convenience store, retail mail,farm, etc.)access driveway on the highway right of way abutting highway number US 287 in Tarrant County,located along the westem Frontage Road USE AOOr OMLSLEETSASNEEOEO Subject to the Access Driveway Policy described on page 2 and the following. 1. The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction and maintenance of an access driveway on the state highway right of way. 2. Design of facilities shall be as follows and/or as shown on sketch on page 2 and is subject to conditions stated below: SEE ATTACHED PLANS SIGNED AND SEALED BY JONATHAN C.IRETON,P.E.ON AUGUST 1,2018 PRIMARY CONTRACTOR TO SCHEDULE PRECON MEETING WITH PERMIT INSPECTOR UPON RECEIPT OF APPROVED PERMIT. All construction of materials shall be subject to inspection and approval by the State. 3. Maintenance of facilities constructed hereunder shall be the responsibility of the Permittee, and the State reserves the right to require any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adjacent to the highway. Changes in design will be made only with approval of the Stale. 4. The Permittee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this permit. S. Except for regulatory and guide signs at county roads and city streets,the Permittee shall not erect any sign on or extending over any portion of the highway right of way, and vehicle service fixtures such as fuel pumps, vendor stands, or tanks and shall be located at least 12 feet from the right of way tine to ensure that any vehicle services from these fixtures will be off the highway right of way. 6. The State reserves the right to require a new access driveway permit in the event of a material change in land use or change in driveway traffic volume or vehicle types. 7. This permit will become null and void if the above-referenced driveway facilities are not constructed within six(6)months from the Issuance date of this permit. 8. The Permittee will contact the State's representative Permit Inspector Bill Boothe(Bill.Boothe@txdot.gov) telephone, (817 )291.6413 ,at least twenty-four(24)hours prior to beginning the work authorized by this permit. 9. The requesting Permittee will be provided instructions on the appeal process if this permit request is denied by the State. 9/20/2018 DocuSigned by: Date o ssuanceis#'A Representative The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction and maintenance of an access driveway on the highway right of way. Date, q �.� Signed: r- ( roperty owYeir or owners representative f{n,T�A,v, A m'iur� I S Z '?�vs SAN Pi6� G�� pF �o2r t.3aR� uocuoign tnvempe w:e i4i�ei4 tines vH4u-at4a�uHHa4uwttb Access Driveway Policy Title 43 Texas Administrative Code(Transportation),Chapter 11 (Design), Subchapter C(Access Connections To State Highways)and the"Access Management Manual"establish policy for the granting of access and the design, materials, and construction of driveways connecting to state highways.All driveway facilities must follow this policy. TxDOT Driveway Permit Request Contact For a local contact for your TxDOT Driveway Permit Request visit: htto:Nwww txdot.00vfinside-txdo disthct.html. You can click on the section of the map closest to your location to find the local TxDOT office. You can also click on the drop down box below the map to find the district for your county. Sketch of Installation (Use additional sheets as needed) VOGUJ19n r-nveiope IV:J 14/U,5/4-C/O/A-4H4t$-t5t4J-I.UHHy4Uli,ttb ATTACHMENT "All IMPORTANT MESSAGE (817) 370-3664 Traffic Signal Operations, Illumination & ITS, shall be notified forty-eight (48) hours prior to beginning any excavation within the right of way in order that the State may verify the existence of electrical wiring, fiber-optic cable or illumination connections. **Failure to provide proper notification will result in the immediate repair at the -grantee's expense.** GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised July 1.2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Willow Springs Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02161 Revised July 1,2011 CITY OF FORT WORTH WATER DEPARTMENTS UPDATED:06-15-2018 STANDARD PRODUCTS LIST Note:All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis.Special bedding may be required for some pipes. A roval Sec No. Classsifrcation Manufacturer Model No. National Spec Size WASTEWATER Manhole Inserts-Field Operations Use Only Rev 2/3/16 3395 13 Manhole Inun Knutson Bw sM.&19 Order-Plastic .ASTM D 1238 For 24"dia. 3305 13 Manhole Inure S..uh W'estem two i Made m Order-Plastic ASTM D 1248 f.,24'd.., 33 05 13 Manhole Innen Noflow-Inflow Madero Order-Pi..,,, ASTM D 1248 For 24"&. 09 23 96 330513 Man)-k ln,en Soulhw,.,,—Pnkin &Seals Inc. LifrSaver-Slmnless Steel Fur24"dia. OZ% 33 05 13 Manhole Innen Southweuem P.kft&Scats I-. Tc11,,vLok-Snag—Steel For 24"dia Manholes&Bascs'Frames&Covers/Rgctan lar 33-0-13 R v 2/3/16 33 05 13 MaMnk F-me,and C.— I Western Iron Works,r—,&11—Fu 1001 24"x40"WD Manholes&Bases/Frames&Covers/Standard Round 33-05-13 Rev 23/16 33 05 13 Manhole Frames and Covers Weuem Iron W'urks nes.,&H.,fi 30024 24"Dia. 330513 Manhole Frames and('overs McKi.le Iron Works Ire- A'-4 A&I 24"Du. 3305 13 Manhole F.——d Coven Neewh Cason 24"Dia. 33 05 13 Manhole Francs amt Coven Si Clion MH-144N 33 0113 Ma.t-1,Formes ud C'ovcrrs Si Cmucro MH-143N 33 05 13 Manhole Frames and C.— Pont-A-Moots GTS-STD 24"di.. 3'05 13 Matthok Fm.res and Covers Neenoh Casting '4'd.. 103106 330513 Me 9.k F.-,and Coven(Hi..d) Powerseal Hin•d Ducnk I—&lanhole .ASTM A536 24"Dia 7'25.03 33 05 13 M-N,k Frame,and Covers Saim-6obam Pi lizs i Pattae re RE32-118FS 30"Dia. 07.31.06 33 0513 30"DI MH Rin ar.d Cover East lodan Iron Work, V1432 2 and V 1487 Desi s AASHTO&1306-04 30"Dia 110210 33 0513 30"DI MH R- and Cover Si Co ration &4111651 WN&M1116502 30"Dia 07,19.'11 33 05 13 30"DI MH Ringand Covcr Star Po w Pnducts &IH32FTV'SS-DC 30"Dia 0&10 1 33 1,5 I3 30"DI MH R,.X and Covcr Accucasl 220700 Hea, Dut w th Gasket R,n30'D,. t0 13 13 33 05 13 30"DI MH R. and Cover Hin ed&Lockable Eaa Jordan torn Works with Cam LoekMPICT{Gasket ASSHTO M 105&ASTM A536 30"Du Oa01.11 34 05 13 30"DI M 1 R mg and C'wer I Hinged&Lax:kable CI SIP Indtutries 2280(3—) ASTM A 48 30"Dra, 09'24'17 33 05 13 01 30"DI MH Rin,and Cover I Hm &Lock Co -tl S-WC.— ad Cover,1-1,HDIFRP C'—rte 30"Dia. Manhoi s&Bases/ rames&Covers/Water Tight&Pressure Ti ht 33-05-13 Rev 2/3/16 330 13 Mardak Frames and Coven P.,-A-M...on Pami t 24"Dra. 33 05 13 Manhole Frames and Covers tieenalt C—ne 24"Dia. 3305 13 M-Wh F.--d Covers Weslem Iron W.rks Bass&Has F—wg YXQ41P 24"Dia, 33 05 13 Manhok Fmtre,a rd Coven McKwLy Inm Wutks Im WPA24.AM 24"M. 03 fix M 3305 13 Mankk Frames and Coven A--, RC-2100 ASTM.A 48 N"Dw 04 2001 3305 13 &fwthuk I—,atd Covers sIP Sera a Itdustrks Private Ltd. 3W-24-23.75 R amt Cover ASTM A 48 24"D,.. MWbolts B !N w; m onents 33-39-10(Rev 2 3/16) 07 2397 3305 13 Urethane Hvdro hdic W,tmwp Asahi Ko .K.K. Adeke Uhm Seal P 201 ASTM D2240,D412'D792 042630 33 05 13 Off-,Joim for 4D,..,MH Hanson Commie PW— Draw- No.31-it0483811 0426-00 33 0113 Profile l3ask,1 for 4'Diam.MH, Press-Scal Gasket C.m, 250.46 Gasket .ASTN7 0-443 C-361 SS MH 12699 33 05 13 HDPE Manhole Ad ust-ent R-s Lada h rte HDPE,Ad'u5mmm Rr Non--ff.c arca 5 1301 33 05 13 ManMle E t—o Wrap C...,-CPS W dSeal Manhole Eren uhlion S stem Manholes&Bases/New/Precast Concr to Rev 1 r8r 13 3339 10 Manhole,Precast Concrete [I,*.Conduit C.M SPL Item 049 ASTM C 478 41- 3339 8'3339 10 Manhole Precast C..— Wafl Concrete Pw C'.,lix. ASTM C'-443 48" 33 39 10 Mar.N k Prceael C'u-,- 1 Fonertalf tttterly GiflbN-Hill Hanson 1 ASTM C 478 49- (a 26 W 3339 Io MH Sink Oth-Seal Jo-t Fonert fo GifTod-Hill Hanson TVW F Dw 35-OM8-001 .ASTM C 478 49'Diam MH 09 23.16 33 39 10 Manh.1,Precast Concrcrc C.—&c Prod.11re. 48-LD.M.,fl k w:32"C.- .ASTM C 478 W-32"- 05,01019 8"w-32"core05.'0&19 333910 Manbote,Pt—al Cote The Tnrner Cbtepmy 48',60'I.D.Manhole.1 32'Cone ASTM C 478 M',60' 102706 -,339 10 1&lanhule.Precast Corerere Oldcas0e Precast IIx:. 48"I.D.Manhole w:'-4"Cone ASTM C 478 48"Diam w 24"R- 06 09,10 in0609.10 33 39 10 Manhole Precast IReinf rc,Pol rnrete USC site P' Reinforced P.K—Concrete ASTM C-76 48"to 72" Manhole Bases/New/Fib r lass 33-JE--I-311/8/13J 1 2699 3339 13 F lass M,.h k Flmd Cunta—.1 Ire- Fk-ire ASTM 3753 Nun-tmtr.arca 11&A106 3319 13 Fiber dans MunMdc L.F.Manufazturine Nun-v Ilio acro Manholes&Bagsa IR h b S stems./' entitious EI-14 . hole RehabS,— "23 01 sterni0.123.01 EM4 Mmluk Rehab Svst,,m SI..dad Cene.t Materials.I.c. Relimr MSP EI-14 MmkA,Rehab S y,tcros AP N4 Permaform 42001 F.1-14 Manhole Rehab S 5,— St..,Con S",,x Sed MSs-A Rehab S't- 1,1203 EI-14 &1wiI,.k Rehab SxslcmlLiner Po -tai lex T,.[,-].g- MH mpaw OnAmt—1,P infiltrndnn ASTM D5813 0&30.06 Oicneml C—M,Re a. FIcxKrele Techw Vi.,I Pot ester Re n Product Misc.Use Manholes&BasegL;tehilb Systems, ementiti s 05.20% EI-Ib M-thuk Rehab Sv,lem, Sm S a Wall Pu1'urcth-.e C-ling ASTM D619,11790 EI-14 Manhole Rehabs acus Sun Coast For E-m,Coatmg of 121401 C—.g to,Co—.. rotecOum Exterior ERTEC'H Serres 20230 and 21001. hark Emuls-nl C'urere.e S_,_. 01 31 06 Cwlin to,C'o-union Protection C'kstenon A.791.SIHB,SI S2 Ac.d Resisunce Test Sewer A tcali.ns &282066 C.—O for C.—"..N.—n— Warm.Envwttmemal S-301 and M-301 Sewe,. Ikanotu 0&3006 C—m for Comrsiun Protection Citadel SLS-30 Sohds Epoxy Sewer A lieatioro 33 OS MQ M 39 RR&C DatrWp f-g Von-Fikrcd SOmy Gmde For F.WW C.l g of 173.19•I8 10.33 J9'-0 C\ulht to,Cortoswn r.wtiuun Extcnor Shaw-W.H.— .As hatic E-6— ('uremlc Stry—Ont Pi ewi trifu II -i FiberglassReinforced Pie -3 -13 118,113 7 219' 33 31 13 ('ent.Cast Fib-lass Hubas Pi USA,hw- it,+-pnx INu.-Prcssurcl ASTM D3262:1)3754 032210 333113 Fib lass Pi A-- &ud rKI RPMP P,N ASTM D3262'D3754 10 30:03 Glass-Fiber Reinforced Pol to PILI Amitmh USA Fl-- ASTM D3262,Q3754 4 1405 Polvttter Modified Concrete Pipe Am.ech USA At—Pol,rete Pi ASTM('33 '76 F477 8"to 102".('Inns V /16.11910 EI-9 Rcinfurced Polus:,C.-..Pic US Cu ,,.It Pt Re-tmW Pu -r C.—,e Pi .AS&tC-76 EI-w ('ore.Pi Rcinf recd Wall Concrete P.m Cu.Inc. .ASTM C 76 EI-04 Cure.Pi Re-forced Hyde,Condit C'o ration Class III T&G.SPL Item tt77 ASTM C 76 EI-114 lConc.Pit,Rcmtomcd Ilanuustbrente Prudurs ASTM C 76 EI-04 C'onc.P. ft-fi—d Concrete Pi•&Prod--Co.two ASTM C 76 Pi es New/Ductile Iron 33-I 1-10 U8;13 33 I 1 10 Ductile Iron Pipc 66011 NN PrW-h,Co- SI.M,Hell-Tire Ductik Iron Pressure NN.Class AWWA C 150,(151 3"thm 24" 33 1 1 10 Dactil,Iron P' A—wm Duwk Iron Pi Co. A—F...Pi AWWA C 150,CI 51 1 4".8'&10" 3311 t0 Ductile W.Pir U.S.P. .0 F.- Co. AWWA C 150.C151 + MII 10 Ductile Imo NN McWane Cast Iron Pipe C.. AWWA('150,C'151 CITY OF FORT WORTH WATER DEPARTMENTS UPDATED:06-15.2018 STANDARD PRODUCTS LIST Approval Sec No. 10asssification Manufacturer Model No. National Spec Size Pi w/PV Pr 33-11-1 21411113) 1202 11 33-I I-12 DR-14 PVC Pressure Pi h hfe J- PVC'Pressure Plpe AWWA C'900 4"thm 12" 10'-'-'14 33-1 I-12 DR-14 PVC'Pressure Mpe Roval Bwldm Pnduct Royal Seal PVC Prccsore Npe AWWA CWXI 4"Ihm 12" PinesaV !141) E(Pi2e jjgrsfingfi2jioing)33-31-2311/8,'] Ili -dc .1,polye1hy1mc i Phmi s Dnsco i .Inc. �rc D.-ilc Pol,Kh 1cna:N ASTM D 1'-48 8" Hi kmd iveth lew 1 Plcxrn Ia. ASTM D 1248 8" Hi h keroi Neth Icnc i Poll Npe,Irk' ASTM D 1248 8" Hi -densis .I tt6Wene raw CSR H dro CodurcP' hne S?Ie1rt. McConnell Pt Enlar tad ASTM D 1248 Pi2esNeAXYC* ? / '1 T 31-31-'D PVC Sewer Pi Cenn Teed P.Au C .ASTM D 3034 4"thru IS' 33-31-20 PVC Sewer R Na o A4aonfacnrtln Coop ASTM D 3034.D 1784 4"&8" 33-31-20 PVC Sewer Pi J-M Manufactunn Co..Inc JM F leASTM D 3034 4"-15" 11-2397` 33-31-20 PVC Sewc,Pi Dianwnd Plastics C'o tum SDR-26 and SDR-35 ASTM F?84.AS U 3034 4"thin 15" 33-31-20 PVC ScPie Iamwm%,km Pipe ASTM F 789 4"tha 15" 33-31-20 PVC Sew-,Pie R-1 Bwdin Products Royal Seal Solid Wall Pi•SDR 26&35 AS I'M 3034 4"thru 15" 01 ISIS 33-31-20 PVC-Scwcr Plc Vinvltech PVC Pw Gravity Sewer ASTM D3034 4",h.15" I i 1198 33-31-20 PVC Sewer NIS, D—ral PI.—Con—anon "S"Gravi Sewer P ASTAf F 679 I8"to 27" 33-31-20 PVC Sewer Pi 1-MM—fa—C.Inc IMEgk, ASTM F 679 18"-27" 09,1112 33-31-20 PVCSewer I'm Pi life Jet Stream SDR-26 and SD,-35 ASTM F-679 18" 05 06 05 33.31-20 PVC Solid Wall Npc Dianard Plastics('o am PS 46 ASTM F-679 18"m 48" 0427% 33-3120 PVC Sewer Fgs I1arco SDR-2.6 and SDR-35 Gasket Fam' ASTM D-3034.1)1784 etc 4"-15'• 33-31?0 PVCSewer F,to s Plasuc Trends.1— Gask ticd PVC Sewer Mam Finin ASTM D 303 11 17 99 EI011--2 Closed Profile PVC Pip� Diamord Plastics Co Iron ASTM I8034794 IS"Io48" 3 14 2018 33 3120 PVC Sc—,P'N Pi life J.So—, SDR 35 ASTM F679 18"-2V 3.192018 33 3120 PVC Sewer P.ix Pi Iii Jm Stream SDR 26 ASTM D3034 4'45' Pj2gaLNcw/Ri&d 02en Ploffle Lar i m t r 09.2691 EI0L12 PVC Sewer Pim.RnbMd Lmmnn%,Am R (wion v'k.f 1.C.(-loxed Protile N ASTM F 679 18"to 48" iro 2691 EI00-2 PVC Sewer P,W.Rianusbbed ETo,t—1 c loc. Ulna-RIb 0..Protile Sewer Pi ASTM F 679 18",o 48' E100-2 PVC Sewer Pi Ribbed U oor ETI Con 11 10'10 EI00 2) Pol len fPP Sewer P,N,Wuble Wall .Advanced DmMW 5 sterno.ADS SamTae HP Double Wall C'unu atd ASTM F 2736 24"-30" 1 f 10 10 FI00-2) Poh ro lone PP Sewer P.N.T—le Wall Ad—ed D mao e S uerm IADS Sa,aTi.HP r-le Wall Pi ASTM F 2764 10*',.60" 051611 Steel Reinforced Polveth icw R e ConTech Comt ion Produce Dwrtaxx ASTM F 2562 24",.12' Pi 1Reha ICIPP 33-31-12 01118/13 Cured in Place P.N Iain£T—k.I- ASThI F 1216 050399 Curti in Pl-e Pie Natmnal En.--h 7,;;v 27 ASTM F-12I&D-5813 052996 Cured in Place Np, Reynold,Inc:Inline,Techmd •I Idiner USA) Inliner Techmilu ASTM F 1216 Pi Rehab/Fold&Form Fold and Form Np, Cullum Pi Svs3erta Inc. I i.03Id ural Fonn Pie lnsnufonn Tmhaoln in Inc. Imituf,—"NuPI .ASTM F-1504 to ad Form Poe, Arn C n Pgo&Plastics.Inc. Denw.Pu"-Only 1'-04 n0 Fuld ad F.-P.pe U10a1oter Ultalmcr PVC AlI,I Pi liar ASTM F-1504.1871.1867 01.(7903 1F.Id and Form Pipe N ilkT A iia co,p. EX Menhrd ASTM F-1504.F-1947 U w 18"dw— PilsEnlargmgat Systemh d T - I- 0111 /I PIM S tem PIM C—a— Plythylcm PIM Corp.,Pi—a.Wav N.1. App—ed P—1, McC'oncell S stems WLat C.—oon Pol ethrkne Housmu Texas Appooved Pmt usl TRS S-- T—blea5 R acemnv S em Pd et tea Calg—,Canada Approved Prcvi—i 4f07/01/13 I 1040'2 Steel Band Casing Spaces Adt`anccd Pndmts and Svste Inc Carbon SIM S ac ,Model SI 02.0'_93 Stainle.s Steel Casing Spacer Adsaaed Pnkiucts ad Sy,—.Irc. Stainless Steel Spa er.Model SSI Ilei 1197 Casing Spacers Can�ade Waterworks Marwtx`nring Casing Spa- 0a pacers 091410 Sainleu Steel Cuing Spacer Pipehne Seal and Insulator Slai.le.Steel Casing Spacer Up m 48"-1- 2_� 041410 Coated Steel C'...Spacer Pipeline Seal and hnulator Coated Slat Casin Spaces Up Io 48"11'-22 051011 Stainless Steel Caring Spacer Poweneal 4810 Powerchuck Upm48".1-K2 03.19x18 Caning Spaccn BWhI SS-12 Co %SWcer(Soaffl sSteell 01319118 (wine Spaccn HWM FB-12 Craig Sim—(Coaled Carhar Sial)f« No.rrccsurc Pipe ani Gruuwd Casing 02 2502 E -Linin Svnem Sauercisen Irc S—GaN 2IORS LA Count a'-10.1.33 12!401 F. Linin Sstcm Enoch TeeWwal Cswn E'rtcch 21130 and 2100 Sones 041405 Intenor Ducnk iron PI Cnann lad— Pd-.401 ASTM B-117 Ductile Iron paw Onl 01 3106 C uwin s for Contusion Protection Ch""ton Are 791.S I HB,S l S2 .Acid Res am—Test Sewer. lic.6— 9292006 Coati for Cortosion Protection Wanes Emnonnremai S-301 and M-301 Sewer. 1X-- 521n 1 o vum an Nnrk- ombinatlon aa Sewer Force Mains 0525,18 33-31-70 Air Release Valve A.R.1.L'S.A.irw. D025LTP02(CornpooIe Bod)•1 2. WATER P1 33-31-70 01/08/13 AWWA C'900.AW W'A C'605. 0t 18tH Icssum 33-f1-t' PVC PN mv Vltcch PVC ASTM D1784 4"-1'" 319-1018 331112 PVC Pressure Pi Pi-hfe lel Stream ::'W'A CV-0 :"-12" 3.19^_018 33 11 12 PV(-Prcssme Pipe pwbfe Jt Stream DR18 AWWA('900 16"-24" 34 11 12 PVC Presstrrc Pipe Diamond P6nrcs Curparawn DR 14 Aww'k 0900 4"-12" 5r2o1A 34 11 12 PV('Pressure Pipe D.—I Plasters Curpaa_ Tram 21.DR 14,DR IA AWWA C900 16",-24" 'Veru Fini Release - 1,09,131 EI-I I C—ba,anon Air Releme Val- GA INannes.In' E ue A.,ad Vacuum Valve,Model 415 ASTM A 126 Class B..ASTM A 1"&2" C'mpm Av ad Vzcutan VA—%f W-No A5. EI-11 C'ond+inanuu Au Release Valve Mult lex Matwtacturm (u A10&AN 1 2"1"&2" EI-17 Cnmbmal .Air Release Val- Vale ad Planer CAPCO a143C p145C ad uWC 1".2"&3" Pi2gsNalve§&Fitfinit Ir n F'tt'n I -1 lJLQJJM 07 23 9'- EI-07 Ilowk Iron F.—i•, Star Rpe Produ 'Inc MechanKal Joint Fittings AWWA CI53&Clio EI-07ID-de Iron fain s Gnff.Npe Products.Co. Mceban3eal Joint fitono AWWA C 110 EI-0' 13—ile lmn Fmins Mcw—T er Pr UnimUnhnes Dooms Mechanical lmm Fmm ,SSB Class 350 AWWAC IS3.0 110 C 111 08 11 98 EI-07 Ductile Iron Fl... S1 Co. Mniumcal Joml F,tun s,SSB('sacs 351 AWWA C'153 C 110 C 112 022614 EI-07 MJ Rom Accu' I Class 350 C-153 MJ F,o..p AWWA C 153 4"-12" 051498 FI-07 D-nic Iron Jomt Rest ma, Fu,d A40e Box Cu Lm-Fl Um-Fl Sones 1400 AWWA CI II CI53 4"ro36" 05 14.9% EI-24 PVC lolm Re51 amts Furd Meter Bus Cu Lni-Flan a Um-Flange Sens 1500 Cncle-Lock AWWA CI I if I D 4"w 24"-r, 11 x09 M E1-07 Ductile Iron Joint Res nils One Bok,Im Oa Boll Restrwad Jo.m Fitting AWWA CII 1('116 C'153 4"to 12" 02.29 1'_ 33-11-11 D.We Iron Pi -Mcchannal.lomt Rcstaml EB.AA Ira Ia Me I Imus 111.Ifo,DI NIS) AW W.A C 1 I('I 16C'153 4"to 42" 02,29,12 33-11-11 PVC Pipe Mechanical Joint Rcstrwnt EBAA Iron.irk Me 1 S.-'-0001for PVC'PI N) AWWA C I I I C 116 C 153 4"to 24" 0105!04 EI-07 Mechanical Join[Realner(dads PVC Sr Co. Si Oa-l.ok SLC4-SI CIO AWWA CI II C153 4"Io IO" (18:05 03 EI -07 Mechanical Joint Retainer Glands PVC' Sr na.Cu. SI Oa-Lok SLOE AWWA C I I I C153 12"to 24" CIT/ OF FORT WORTH WATER DEPARTMENTS UPDATED:0615-2018 STANDARD PRODUCTS LIST Approval Sec No. Classsification Manufacturer Model No. National Spec Size 08:10:98 EI47 MJ Finin:/DIP sietua.Co. Si 0n,Lok SLDE AW\AC'153 4"m 24" Bulldog System 1 Dwmund Luk 21&.1N1 Eagle I(1 I2,10 EI 24 Intent Restrained Joun System S&B T.hoeud Prudws Luc 900) .ASTM F-1624 4"m 12' 0&1606 1,1-07 Mechanical Joint Foongs SIP lodusme:Se Mechanical Join Cuing, AW WA C 153 4"m 24" 110716 33-11-II Mechanical Joint Renma Gland, Star Pipe Products Inc. PVC Sot - Sc—4000 ,ASTM A516 AWWA Cl II 110716 33-11-II Mechanical Jaint Renicer Gland, Star Pipe Products Inc. DIP S-ri Sent,3000 ASTMA536 AWWA C I II 03,1911 R 33-1I-1I Mechanical Jam Retainer Glands SIP Ird.—s Sera EZ Grip Joint Re—..(EZD)Black For DIP ASTM A536 AWWA Cl l l 3'-18" 03/19/10 33-11.11 Mechanical Joint Renloer Glands SIP Indamia{Seranpore) EZ Grip long Restraint(FZD)Red Fa C900 ASTM A536 AWWA CI II 4'-12' DR 14 PVC Pipe 03/19/18 33-1141 NI-lut—al Joint Retainer Gland, SIP lridaa..9S—.q—) EZ Grip Joon Rceuaim(FZD)Red fa C900 ASTMA536AWWACIII 16'-24' DR IS PVC Pipe BOLTS NUTS AND GASKETS 33-11-05 J01/08,1311 Pi •'Valve' F' in `Re'ili t Seat Gate Valve* -122 Resdient Wed ed Gate Vahe w-ficins A--(low Cunuul Sen,,2500 Drawin•p 94-20247 1" 1213.02 Resilient Wed•e(late Valve Amcncan Flow C'onlrol Sencs 2530 and Set—2536 AW A A C'515 30" w 3n- 08 3 t- 6"08.3199 R-1,ent Wedge 6me Valve American Flow Cunuol Series 2520&2524 ISD 94-20255 AWWA C'515 20"and 24" 0518 99 Resdient Wedge Gate Vahe American Flow Control Sens 2516 SD 9420247) AWA A('515 16' 1024.00 EI-26 Restlum Wedge Gate V,he A---Flow Control Scrie,2500 I Ductile fouto AWWA(:515 4-to 12" 08NS 04 Resilient Wedge Gate Vahe American Flow Control 42"and 48".AFC2500 .AWWA C515 42".,N14871 05 23 91 EI 26 Resilient Wed.Gate Vahc American AVK C,man, .Amene.n AVK Resdient Seeded GV .AWA A C509 41"u,12" 01.24.02 EI-26 ReShcent Wedge Gale Vahe American AVK Cu 20"ands 11, EI--'6 Resdient Seared(nate Vahe Kcnced y 4'-12" EI-26 Reulienl Seal d Gate Vahc M&H 4"-12" EI-26 Resilient Scaled Gate Vahe M-11e,C'o. 4" 1" 1108.99 R.sih.m Wed Gate Valve Muek,Co. Sen..A-'361 SD 6047 A15'WA C515 16" 01'23.03 Resdient Wedg,Gate Vahe Mueller Cu. Series A2360 for 18"24"SD 6709 AWWA('515 '-4'and—11, 0513 05 Resdient W'cd a Gate N'ahe Mueller Co. Mueller 30"&16"C-515 AWWA C515 Wand 36' 0I3106 Resilient Wed,Gale Vahe Moeller Co. Mueller 42"&48"C--15 AWWA C515 42"—d4X" 01.28'88 EI-Z6 Resilient Wide Gate Vahc Chi,V.1,e Co. AWWA 0509 4"-1-" (0;0494 R-1—Wcd Gale vane Ck.Valve Co. 16%RS GV JSD D-'--INNS) .AW'AAC515 I6" 11'08.99 EI-26 Resilwm Wedge Gate Val, Clow Valve Co. Clow RW Vahe SD D-216521 AWW'AC515 24-aril snwllcr 112904 Resdient Wede Gate Valve Clow Vahe Co. Clow 30"&WC-515 AW W,A C515 30'and 36-Note 3 I I�30'12 Resilient Wedge Gate Valve Clow Valve Co. Clow Val-Model 2638 .A W W_A 0515 24'to 48'IN-3 05.1)8;91 EI-26 Resd—Sated Gale Vahc Steekham Vaives&Fittings 55rN 4' 1" EI-26 Resdiem Seated Gate Vahe U.S.PW and Four Co. Metrose31250, u.SPL-74 3-to 16" 102616 33-12.20 Resilicm Seated Gate Valve EJ East kodan Iron Works FJ I't—m nwr Grte Vahe&Butes 33-12-21 /1 W 14) EI-30 Rubber Seated Ban,rt%\'the lie Pre.C. AWWAC-504 24' EI-30 Rubber Seated BuNtertly Valve Moeller Co. AN%N%A('-504 24"and smaller 1'1199 EI-30 Rubber Seined BunerOv Vahe Derunk Vahe,Co. AW'W'A C-504 Wand 06(103 FA-30 vAnntic American Bmtetth Vahe V''ah-,.,Vahe and Mat Wetin C Vainwtic,Americao Boue'Ry Valv, AWWA C-SO4 U.to"'diamner 04;06/117 EI-30 Rubber Seated But-fly Vahc M&H Valve !11&HSt Ie4500&1450 AWWAC-SOL 24'to 48" 03.1918 33 12 21 Rubber Seated Boneftly Vahc 0 A.Industries Golden Anderson l AW AA C504 BunenlS Vahc AWWA C-504 30'54' tatio 3.1296 Water I,- a Inug Stenon Water Plus B20 Wale,Sounp1mg SuaU- Djy Baal Fire H rant 33-12-40 Oli i t4 10,0187 E-1-12 D'Barrel FimHdnnt American-Dartin Valve D.... Nus.90-1860894-18560 .AW'W AC-502 03 31,88 E-1-12 Div Borrel Fir,Hdnnt America,Darin Vahc Shoo Dmoing No.94-18791 .AW WA C-502 ()'30'87 F-142 Dwy B=cl Fin,Hydrant Clow Cow-- Sho Dnwm•No.D-1985 AWWA C-502 01.121931 1-12 Ba l Fim livdram Americ.n AVK C'o m Madel 270(1 .AWW'A C'-50' 08,2488 E-I-12 D'Barrel Fir,HSdnnt Cl—Cu ralonDrawin-D20735.D2fA36.820506 AWWAC-5O2 E-142 D B—el Fuc Hvdrunt ITT Kenmdv Vahc Shop Drawin No-D-80783FW AWWA C-50'- 092487 LI-I'- Dry Bartel Firo tidram M&HVaise Co n Sho Drawin No.l)476 AWWA C-502 Shop Drawing,No 6461 101487 E-1-12 Dry Barrel Fue Hvdram Mueller Com any .A421 Centurion .AWWA C-502 Shop Dowing FIM2 01088 1 EI-I2 D Barrel Foe Hvdram Mueller Com env _ A423 Su ,Cenlunon'_00 .AWWAC-502 10'09'X7 E-I-12 Dm Bartel Firo Hvdmnt US_PI &Foundry Shop D.w..N No.960250 .AW'W'AC-SO2 09.16'87 _ E-1-I2 Div Bartel Fire Fhdnnr Wareruu.C.napa., Shop D—mg N,SK740803 AWWAC-SO'- 08.12 t6 i3-Q-40 Ds,B'aitel Fire Hv4san5 EJ East Jordan Iron Works W'Nuo master 50'13250 Water A22urtenances 33-12-10(07,10 1/11) 01'1818 33-12-I0 Double Simp Saddle Rome 202NSNlun Coated AWWA(80) 1'-2'SVC,up Io 24"Pi 0828.02 Double S,. Saddle Smith Bla. #317 Nylon Coated Double SI Saddle 07'231'- 33-12-10 Double Stn Se—Saddle Mueller CounPany DR-IS Double SS Str Dl Saddle AWWA C8(10 1"-2,SVC, .24"Pi 1027-87 C'udr Sto:-Ball\feta Vahe, McD...Id6I0UM6100MT&610)17 3.4'and l" 10,2787 C'urb Stop,4611 Meta Valves McDomld 4603B,4604B,6100.,6100TM mtd 6101M 1 V and 2" FB600.7NL,FBI600-7-NL.FV23-777-W-NL, 5,25.12018 33-II-10 Cub Stop-Bdl Meter Vahe Fog Mea Box Co.,Ice. L22471,11. AW-WA 17800 2' FB600-6-NL 1`01600.6-NL F\1_3-66&Wd:L 5:25,2018 33-12-10 Cod,Siopx-Ba0 Mea Vakaa Fad Mia Box Co.,Inc. 1-22661,11. AWWA 08110 1-1rr FB600-4-NL.FU I600-0-NL,BI1-447-WR-NL 5/252018 33-12-10 Curb Step-Ball Mev Vilves Ford Mcla Bin Co..Ice. 022.744-WR-NL,L28-44NL AWWAC800 1' B-25000N.B-24277)-3,62020ON-3,H- AWWA C800,ANSF 61, 525/2018 3342-10 Cub Stgn-Ball Meter Vahe Mueller Co.,Lid. 15000N„H-1552N,H 142276N ANSLNSF 372 2- B-25000N,62020ON-3,B-24277N-314 AWWA C800,ANSF 61, 525/2018 33-12-10 Cub SN"-Baa Meb Vahc M-Ber C'o.,LW, I5(MN,H-14276N,H-15525N ANSINSF 372. 1-12' AWWA 0800,ANSF 61. 525/2018 33-12-10 Curb Stopo-B.11 Mea Vahe M1rller Co.,Lid, B-25000N.B-202O0N-3,H-L50WN,H-1553ON ANSINSF 372 1' 01:2600 Cooled Tapping Saddle with Double SS S-ps JCM Industries I— #406 Double Baht SS Saddle 0,521:12 33-12-25 Tappoig Sleeve Coated Steel JCM Indurate,Irc, 412 Taming Sleese ESS AWWA C-223 Up to 30'w+12"(ht 05.10'11 Ta o, Sleeve S—L—91-1 P—neal 3490AS Flan e&34901M1 4^-8"and 16" 0229'12 33-12 25 T..,..Sleeve Coated StM) Ron— FTS 240 AWWA C-213 C'I,to 42" '24'0,, U2'20 12 33.12-25 Ta m Sleeve IStainleas Steel Rnrruc SST Swo,]—Steel AWWA C-223 Up to 24"-12'Op, 02,20'12 3342m25 Ta in Sieeve 61-uakss Steell P111— SST III stamlcn Steel AWWA C-223 D ,.30'w'1"Ou 05:10L I Join Repair C'in Po--1 3232 Bell Joint Re it Cla 4"to 30" Plasne Meter Box-,C —Lid DFW Plastics Inc. DFW'37C--12-IEP.0 I FW Plastic Meter Box-C ane Lg DFW Plasue,In, DFW39C-12-1 EPAF FFW 08 30.06 Plasuc Meter Be.w C.oago,ue Lid DFW Plastics In. DFW65C-14-1 EP,U Fiw' Class"A" Conrete Meier Box Bax,&Has CMB37-9I2 1118 LID-9 Concrete Meter Bus Bas,&Has CMB-18-Dua1 1416 LID-9 Concrete Mea Box Baa,&ft. CMB65-865 4527 LID-9 Polyethylene Eneasem nt 33-11-10 1/ 8/13 05:2'05 EI-13 Polveth,k-Eta at Flexsol Packs in Fulton Ente r AW'W'AC105 8n LLD 05:12,05 EI-13 Pol eth leve I:ma,,— Mounnin Suter Plasnes(MSPI and AEP Ind. Standard Hardware AW W'A C 105 8 mil LLD 05,12,05 EI-13 Poketh lent E-1-1 AFP Industries Bullslrun b C'owwwn Boll&Gasket i AW W'A C 105 8 mil LLD CITY OF FORT WORTH WATER DEPARTMENTS UPDATED:0615-2018 STANDARD PRODUCTS LIST Approval Sec No. Classsification Mauufacturer Model No. National Spec Size 00593 11101-5 Detector 0-k Meier Anms Co Model 1000 Detector Check Vahc AWW.A CSJO 4"-10" 080504 Ma nttx Drne Vemral rurhuc Hm.e Ma e0c Dme Ventral AW WAC'01 Class 1 34"-6" NOTFS From(1n'nal Standard Product,Lm r- c'errtm R tn. .21 Ab—48"A —W on case by case bas. <i 30.nmh and lar er res B-Paas 4 Product A roved to 36"However,0-905 PVC Pt t,M —d to 24" on . ater panrrmm s St,ndard PRdmt,Li,t ve ops w—m—t more re o pr melt MR on ate,Mpa"—,Mawsm.pc-ct maoon. unn8 m nv cmcsmmhon protect, Spectticanom for spoei8e products,ate ueloded a part of&C—n ction Ca Docummp,do regtirammis of Ore Tah®ed Speetfiurion will override the Fort WoM Water Department',Stawtard Speeif e—mod the Fut W.mh W ater 0.penmm�i. Standard Pr.,J—Lat ad approval of,*speci&prod"will be hand to ds raglri—mmis of Oe Tech i W Speeiamdmt whether or m me gtecir.pl duet rrrMa the Fort Wonh N'-,Depanncnt',Standard Sp—f--m n oa do Fort W-1,W ater --nrtmni,Stanch-u:.,.ducts List. All warm,r sewer pipe larger than 15 inch dla—r shall tm appm.ed fm tae by the Watm Derrart—ort a p-jecr spmifm basis.Special bedding may t e rq-w d(,some pryer.