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Contract 51479
W G* a" City Secretary Construction ❑ Project Manager ❑ FORTWORTH CITY SECRETARY '147 -7 CONTRACT NO. 1 PROJECT MANUAL FOR THE CONSTRUCTION OF Bonds Ranch Road. Corridor Improvements from US 287 Northbound Frontage Road to East of Shire Meadow Drive City Project No. 101009 Betsy Price David Cooke Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department 2018 Kimley)))Horn Texas Registered Engineering Firm F-928 KHA No. 061018172 OFFICIAL RECORD CITY SECRETARY FT. WORTH °rX ,..{...................... i. 8" J. DELMQTM ICN 120413 r . n m n G y ,..{...................... i. 8" J. DELMQTM ICN 120413 r . FORT WORTH, City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 -1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page I of 9 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 0005 10 Mayor and Council Communication - 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders _ 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price T 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 0045 13 Prequalification Statement Bidder- Pr-equaNfleatien Applieatie 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 00 45 41 Minority Business Enterprise Goal Small Busifiess EfAer-pr-ise Geal 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 007300 Supplementary Conditions (Has Been Modified) Division 01- General Requirements 01 1100 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 013216 Construction Progress Schedule — Tier 5 Proiect 01 3233 Preconstruction Video 01 33 00 Submittals Y 01 35 13 Special Project Procedures 01 4523 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 66 00 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization _ 01 7123 Construction Staking and Survey 01 71 23.01 Attachment A — Survey Staking Standards 01 7423 Cleaning 01 77 19 Closeout Requirements CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 2, 2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 9 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02 - Existing Conditions 02-41 13 Selestinve-She Demeli ien 9241 15 Paying ReffiqV4 Division 03 - Concrete 033000— Gast n-glaeo Gengr-ete 03 34 13 re. sel ea Lew stfength saete«;et (C- eW 033513 Integral Concrete Color (Has Been Added) Diivision26 - Electrical 7 269500 Gemmen lxTl7tkResmt'+CTfer- Blestr4eal Division 31- Earthwork 3i io Go Site GleaFin 312316 Unclassified Excavation 31233 ---mow 312400 Embankments 313600 Gabiefis 3i 37 go piprep Division 32 - Exterior Improvements 32 0i i7 Pefmaneet Asphalt Paying Repai 32 ii 23 WeAble Base Geafses 32 W 29 Lime T-FeatedBase GeuFees 32 W 93 Cement Tfeated- —B -6-4e- GAM, es 32 1-1-37 Liquid .id Trea4ea Seel Stabil;.f„ 321313 Concrete Pavinz 32-13 20 renefete e;aewall Dr4yeways aad RaFfie«_F,.ee Ramps 3-21373 Ge erete Paying rei ftt Sealants 32 14 16 Br4ek Unit De.>;,.- 32 166-13- Geneme n. b and Gu#e..9 and Valley Gu#eFs 32-1-7-23 ne..emeat Me..k4ngs CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NHFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 2, 2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 9 32 32 W Cast in Plaee Gensfete Retaining Walls 32 91 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro -Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 — Utilities CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 2, 2016 r. - NO., CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 2, 2016 r. 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS .. Page 4 of 9 93 3i is High Density Pelyethylene (14DPE) Pipe for- Smiwy Sewe 33 3i 20 Polyvinyl Ghlefide (PVC) Gr-m,ky Sanitary Sewer- Pipe 33 3i N Pei) -vi"! Ghler-ide (PVC) Glesed Pr-efile GFm,ity SmitaFy Sewer- Pipe 33 31-22 SaaitaFy Sewer- Slip Waing 33 3i 23 Sanitaff Sewef Pipe E;a1afgefaefA 33 9i A) ganitafy Sewer- SoMee Gemeetiens and SeFviae Line 33 a! :70 Gembinmien Air- Valve fer- 9aaitai=ySe%,er- Fer-ee Maim 33 3419 --Gast in-�Plae-Crete-Manholes 333920 Pr-eeast EenereteMs 339930 Fiber -glass Maiiheles 33 39 49 IvaMe,, me. A eee s rt,.,mbeF (WAG) r) 33 4 4 11 High Density Pelyethylene (14DPE) Pipe fer- Stem Pft4ff 33 41 12 Reinfer-eed Pelyethlefie (SRPE) Pipe 39 4600 SubdFainage 33 4601 gle4ed Stec-faDr-ains 33 4602 T-r-enek Dfains 33 49 10 Gast in Plaee Mffih4eles and Ametien Be*es Division 34 - Transportation 34 41 40 TF-affie Sign& 34 44 10.01 A «,,.ehme.,t A Ge ...Fell,.. Gabi.,et 34-n-�.—i4ttaslment$ 3 4 ^' 10.034.ttaehnsentG Sen, esi€�eatien 34 41 11 TempeFal-yTFaffie signals 34 41 43 Remeviag:Fr-affie Signals 34 41 19 Restangular- Rapid Flashing Beaeon 34 41 16 Pedestrian 14ybr-id Signal 34 4120 Roadway 111tifainatien Assemblies 94 41 29.91 Mer -i.,1 LED Read,, ay i , 1 34 4139 Aluffi-i;Ruffi- &gfI& 34 71 13 Traffic Control Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: 11 htps://proj ectl2oint. buzzsaw.com/cl ient/fortworthgov/Resources/02%20oft - %20Construction%2ODocuments/Specifications Division 02 - Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 2, 2016 no 000000-5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 9 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 03-35 13 Has Been Modified) 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 34 23 1 Has Been Modified) 31 2323 Borrow 3124 90 Has Been Modified 31 25 00 Erosion and Sediment Control 31 37 00 Riprap Division 32 - Exterior Improvements 32 0i i7 Pef:maneat Asphalt Paviiig Repai 32 Qi ig T-emper-m-Asphalt Paying, RepaiF 32 11 23 y Flexible Base Courses 32 11 29 y 32-i i 33 Lime Treated Base Courses Gement T -tet ae�-mases 32 H 37 32 12 16 Liquid T-Feated Soil Stabilizef Asphalt Paving 32 1273 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 4 16 Concrete Paving Joint Sealants Ariek T 1nit 3':4 32 16 13 Paving Concrete Curb and Gutters and Valley Gutters _ 32 1723 Pavement Markings 32 i:7 25 3231 13 Curb Addf:ess PaWing Chain Fences and Gates 3231 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates :.. ..ete , 32 32-13 32 Gast PlaGe G ffil Ret i Wall Has Been Modified) 32-92 i3 14ydfo Melehing, Seeding, and SeddingfHas Been Modified) 3293 43 Tfees and Has Been Modified Division 33 - Utilities 9301 30 Sewer- and MaMele T-estiag 33 01 31 Closed Circuit Television (CCTV) Inspection CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 2, 2016 000000-6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS _ Page 6 of 9 93 94 49 Gleaning and Aeseptaffee Testing of WeAer- Mains 99 04 so Gleaning ef Sewer- Main -s 3305 10 Utility Trench Excavation, Embedment, and Backfill 3305 13 Frame, Cover and Grade Rings -Cast Iron 4104 13.01 Frame, Gever. ffin-d- G -mad -s-1 Rings Gempe&4e 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 3305 16 Eener-eie-Water--Vaults 3305 17 Concrete Collars 33 05 2i Tufmel binefPleAey 390622 Steel Gasiag44" 930523 Hand Tufmeliag 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts, Nuts, and Gaskets — 33 i i ig Goner -ate Pr-essur-e Pipe, Baf Wrapped, Steel Cylinder- Type 3312IQ Wa4er- serwiees 1 inshto2-inel; 33 Q 20 Resilient Semed GeAe Valve 33 i2 25 Gemeefien to &6stiffg WeAer- Mains 33 i2 90 Geffibinatien Air. Valve Assemblies &r- Potable WeAer. Systems 33 1240 Fire Hydrants 33 i2 so Wa4er. Sample WAiens 33-12 6n a+,..a ,. a ut,... eg Valve Assembly 33 3Ii3 nibs«..tars neinf «„sa Pipe f nm vitt' Sanitefy Se.,,,,..., 33 3i is High Density Polyethylene (14DPE) Pipe fer- Saaifei5, Sewer - 39 9i 29 P915winy! Chloride (P;'G) Gr-avity SanifaFy Sewer- Pipe 33 3i 22 Sanitafy Sewer- Slip Lining 33 3i 23 Semitsi5, Sewer- Pipe galer-gement 33 3-Iso Sanitaf , Sewer- Sef.yi a r,,.., eetiens and Se...,iee Line 33 39 10 Cast -in -Place Concrete Manholes 33 39 20 Precast Concrete Manholes 333930 n:be..,.t Ss M,,AhAIe.. 3�--Tas4v'rrucc:z-cvvcs.rvrxai:ivc:(WAG) CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 2, 2016 000000-7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 9 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts .r, 33 12 33 46 00 33 4601 Subdrainage e l etod stet.., D..ains 33 4692 er-.�iits 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 .a 34 41 19 TFaffie. miv 34 41 10.01- Attaehmeirt-A Gewr-eller-Gab:«et 94 41 11 Temper T-faffie Signals 34 41 15 94 41 46 34 41 20 34 41 20.01 -aim), ReetangtilaF Rapid Flashing Beaeefi Pedestrian Rybr-id Signal Readwety illuminmien Assemblies Arterial LED Roadway Luminaires 34 41 30 Aluminum Signs 34 71 43 T-r-affie Has Been Modified Technical Specifications listed below are TxDOT Specifications Needed for the Construction of the TxDOT Bid Items. See TxDOT Website for Specifications TxDOT Standard Specifications: Adopted by the Texas Department of Transportation November 1, 2014. Standard specifications are incorporated into the contract by reference. Found Online at: ftp://ft.dot.state.tx.us/12ub/txdot-info/des/spec-book-1 114.pdf Item 421 Hydraulic Cement Concrete Item 432 Riprap (420)(421)(431)(440) Item 440 Reinforcement for Concrete Item 462 Concrete Box Culverts and Drains (420)(421)(440)(464) Item 464 Reinforced Concrete Pipe Item 465 Junction Boxes, Manholes, and Inlets (420)(421)(440)(471) Item 466 Headwalls and Wingwalls(420)(421)(440) Item 467 Safety End Treatment(420)(421)(432)(440)(442)(445)(460)(464) Item 471 Frames, Grates, Rings, and Covers Item 479 Adjusting Manholes and Inlets Item 540 Metal Beam Guard Fence Item 542 Removing Metal Bean Guard Fence Item 544 Guardrail End Treatments Item 636 Signs Item 644 Small Roadside Sign Assemblies(421)(440)(441)(442)(445)(636)(643)(656) Item 647 Large Roadside Sign Supports and Assemblies(416)(421)(440)(441)(442)(445) Item 650 Overhead Sign Supports(416)(421)(441)(442)(445)(449)(618) CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 2, 2016 000000-8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ! Page 8 of 9 Appendix GC-4.01 Availability of Lands PM GC-4.02 Subsurface and Physical Conditions GG 4.04 goder-gFeund FReilities vc � GC-6.06.13 Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GG—v GG c npermits -and Utilities 6.09 GG 6..24 wT. ndi eAi GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 2, 2016 am -- am no City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 9/18/2018 DATE: Tuesday, September 18, 2018 LOG NAME: 20BONDS RANCH ROAD PHASE 2 REFERENCE NO.: C-28856 SUBJECT: Authorize Execution of a Contract with Jackson Construction, Ltd. in the Amount of $5,503,539.71 for Reconstruction of Bonds Ranch Road from the US 287 Northbound Frontage Road to the Re -aligned Shire .. Meadow Drive Roughly 1100 LF East of the Northbound Frontage Road (2018 Bond Funds) (COUNCIL DISTRICT 7) RECOMMENDATION: It is recommended that the City Council authorize the execution of a contract with Jackson Construction, Ltd. in the amount of $5,503,539.71 for the reconstruction of Bonds Ranch Road from the US 287 Northbound Frontage Road to the re -aligned Shire Meadow Drive roughly 1100 LF east of the Northbound Frontage Road. The roadway will be reconstructed from a 2 -lane asphalt roadway to a 4 -lane divided •• roadway with multi -lane roundabouts at the Northbound Frontage Road and Shire Meadow intersections (City Project No. 101009). DISCUSSION: The project provides for the reconstruction of Bonds Ranch Road from the US 287 Northbound Frontage Road to the re -aligned Shire Meadow Drive roughly 1,100 LF east of the Northbound Frontage Road. The .. roadway will be reconstructed from a 2 -lane asphalt roadway to a 4 -lane concrete divided roadway with multi -lane roundabouts at the Northbound Frontage Road and Shire Meadow intersections The project was advertised in the Fort Worth Star -Telegram on June 21, 2018 and June 28, 2018. Jackson Construction Ltd. submitted the only bid: M Proposal Opening: 7/19/2018 I Bid Results Contractor F Base Bid FAlt. 1 Bid Total Bid Jackson Construction $5,503,539.71 $93,987.00 $5,597,526.71 The project bid consists of a base bid and one alternate. The Base Bid included all elements necessary to construct the project. Bid Alternate 1 requested bid pricing for constructing an additional hooded left turn lane and driveway opening. Staff recommends awarding the contract to Jackson Construction Ltd., with the contract amount consisting only of the Base Bid. Analysis of the submitted bid was determined to be similar to other recently bid transportation projects. 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 Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance Logname: 20BONDS RANCH ROAD PHASE 2 Page 1 of 2 No. 23209-05-2018). Upon completion of this capital project, the anticipated annual operating impacts to the City of Fort Worth's budget are increased electricity costs for street lighting of approximately $1,227.44 and increased vegetation management of approximately $2,180.00. am Construction is anticipated to commence in October 2018 and be complete for final acceptance within 300 calendar days. M/WBE OFFICE — Jackson Construction, Ltd. is in compliance with City's BDE Ordinance by committing to 3.00% MBE participation and documenting good faith effort. Jackson Construction, Ltd. 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 funds for this project are included in the 2018 Bond Program Fund. .. Prior to an expenditure being incurred, the participating department has the responsibility to validate the availability of funds. FUND IDENTIFIERS (FIDs): TO Fund Department ccoun Project Program ctivity Budget Reference # moun moun __ _LD __ ID ID Year Chartfield 2�__ Year FROM CERTIFICATIONS: Submitted for City Manager's Office by:, Originating Department Head: Additional Information Contact: ATTACHMENTS 1. FID Bonds Ranch Phase 2.pdf (CFW Internal) 2. Form 1295 Jackson Construction. pdf (Public) 3. Map Bonds Ranch.pdf (Public) 4. MBE Jackson Construction.pdf (CFW Internal) 5. Revised Compliance 101009.pdf (CFW Internal) Logname: 20BONDS RANCH ROAD PHASE 2 Susan Alanis (8180) Douglas Wiersig (7801) Clint Hoover (6573) Page 2 of 2 Fund Department ccoun Project Program ctivity Budget Reference # moun ID ID Year Chartfield 2 CERTIFICATIONS: Submitted for City Manager's Office by:, Originating Department Head: Additional Information Contact: ATTACHMENTS 1. FID Bonds Ranch Phase 2.pdf (CFW Internal) 2. Form 1295 Jackson Construction. pdf (Public) 3. Map Bonds Ranch.pdf (Public) 4. MBE Jackson Construction.pdf (CFW Internal) 5. Revised Compliance 101009.pdf (CFW Internal) Logname: 20BONDS RANCH ROAD PHASE 2 Susan Alanis (8180) Douglas Wiersig (7801) Clint Hoover (6573) Page 2 of 2 (�- ao?�,s G Forms provided by Texas Ethics Commission www.etntes.state.tx.us velatun vl.u.or ll CERTIFICATE OF INTERESTED PARTIES FORM 1295 10(1 Complete Nos.1- 4 and 6 it there are interested parties. OFFICE USE ONLY Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2018-384327 Jackson Construction, Ltd Fort Worth, TX United States Date Filed: 07/25/2018 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Fort Worth Date Acknovuled e J D 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 101009 Bonds Ranch Rd Corridor Improvements from US 287 Northbound Frontage Rd to East of Shire Meadow Dr 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling i Intermediary JACKSON, LARRY FORT WORTH, TX United States X JACKSON, TROY FORT WORTH, TX United States X 5 Check only if there is NO Interested Party. 0 6 UNSWORN DECLARATION My name is Carmen Estep and my date of birth is My address is 5112 Sun Valley Drive Fort Worth TX , 76119 I1SA (street) (city) (slate) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. �+ Executed In Tarrant County, State of y pyas , on the 75tMay of _Tilly __, 20_IR-. (month) (year) Signature of authorized agent o ntracting business entity (Declarant) Forms provided by Texas Ethics Commission www.etntes.state.tx.us velatun vl.u.or ll Bonds Ranch Road Phase 2 .. Addendum No. 1 CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS INFRASTRUCTURE DESIGN AND CONSTRUCTION GROUP ADDENDUM No. 1 TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS FOR BONDS RANCH ROAD PHASE 2 CITY PROJECT NO. 101009 Advertise Date: Thursday, June 21, 2018 and Thursday, June 28, 2018 Bid Opening: Thursday, July 19, 2018 at 2PM Addendum No. 1 Issued: Monday, July 17, 2018 — The contract and documents for the subject project are hereby revised or amended as the following: The addenda and updated documents have been posted on-line and can be viewed at: https://Proiectpoint.buzzsaw.com/client/fortworthgov/Infrastructure Proiects/101009 - Bonds Ranch Rd. Improvements Phase2Bid Documents Package/Addenda Project Manual: 1. - Section 00 42 43 Proposal Form shall be replaced with the Proposal From in the addendum. The following items have been changed: • Unit I o Change quantity for Item I-26 3212.0600 HMAC Pavement Level Up, Type B to 10,010 TON o Change quantity for Item I-27 3212.05014" Asphalt Base Type B, Widening to 950 TON o Change quantity for Item 1-28 3212.05014" Asphalt Base Type B, Overlay, Type B to 2,040 TON Construction Plans: 1. Sheet C0.04 —Quantity table revision. 2. Sheet C2.08 —Revised section A -A buffer to 5'. ,f 3. Sheet C13.01— Revised font and spacing for MOD D15-1. Questions/Clarifications: 1. Agenda & Sign -In Sheet from Pre -Bid Meeting held Tuesday, July 10, 2018 attached. 5% Bonds Ranch Road Phase 2 Addendum No. 1 2. Additional Questions/Comments Question/Comment Answer 1 Clarification for AT&T line in box. Yes, AT&T to remove their own line and contractor Will AT&T have their line removed to be paid to follow construction plans and bid item before construction, and will the description in bid documents to remove casing and contractor only be responsible for patch junction structure. removing the casing and patching holes inside the junction box? Reference sheet C4.01 and bid item I-75 description. 2 Clarification on if existing water line Bid per plans. It is assumed adjustment will be manhole & vault @ STA 149+00 need needed based on ditch grading. This may be to be adjusted with minor changes in evaluated in the field and modified as a change vertical grading. order. 3 Will drainage be an issue with water The longitudinal grades should be able to handle flowing towards the temporary shoring the surface flow. Flow will travel away from high wall during Phase 3 construction? point adjacent to the shoring wall along the travel Reference plan sheet C2.08. lanes. Contractor shoring wall design submitted to City should account for this. 4 Can there be more buffer spacing Yes, plan section revised to show 5' buffer. See allowed next to shoring wall for truck revised sheet C2.08. apron for increased safety? Reference plan sheet C2.08. 5 What will be the required pier Following TxDOT details provided in construction foundation diameter size needed for plans. Foundation size required to be 54" in overhead signs? diameter. The intent is that the bid items given will include all required items for.constructing the overhead signs referenced in TxDOT Item 650 & Item 416 including: mast arm, foundation, etc. 6 On TxDOT projects there are typically Assume all items for TxDOT Sign & Supports separate items for sign panels and sign given include all required items for constructing assemblies. Are there going to be more signs including all items referenced in TxDOT Item items added? 636 & Item 644 including: sign panels, supports, installation, etc. Bonds Ranch Road Phase 2 Addendum No. 1 Information to Bidders: This Addendum No. 1, forms part of the Specifications and Contract Documents for the subject project and modifies the original Specifications and Contract Documents of the same. Acknowledge your receipt of this Addendum No. 1 by completing the requested information at the following locations: 1. In the space provided in Section 00 4100 Bid Form of the Bid Proposal. 2. Execute acknowledgement below and submit signed copy with your proposal at the time of the bid submittal. RECEIPT KNOWLEDGES: Douglas W. Wiersig, P.E. 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CST, Thursday, July 19, 2018, and bids will be opened publicly and read aloud 13 at 2:00 PM CST in the Purchasing Conference Room. 14 15 GENERAL DESCRIPTION OF WORK 16 Reconstruction of Bonds Ranch Road from the US 287 Northbound Frontage Road to the re - 17 aligned Shire Meadow Drive roughly 1100 LF east of the Northbound Frontage Road. The 18 roadway will be reconstructed from a 2 -lane asphalt roadway to a 4 -lane divided roadway with 19 multi -lane roundabouts at the Northbound Frontage Road and Shire Meadow intersections. 20 The major work will consist of the following items: Concrete Paving, Asphalt Paving, Storm 21 Drain, Utility Adjustments, Street Lighting, Pavement Markings and Small Signage, Overhead 22 Guide Signs, Xeriscape Landscaping, and Stamped & Colored Concrete. 23 24 PREQUALIFICATION 25 The improvements included in this project must be performed by a contractor who is pre - 26 qualified by the City at the time of bid opening. The procedures for qualification and pre - 27 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 28 29 DOCUMENT EXAMINATION AND PROCUREMENTS — 30 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 31 of Fort Worth's Purchasing Division website at http://www.fortworthtexas.izoy/purchasing/ and 32 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 33 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 34 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 35 Parties Form 1295 and the form must be submitted to the Project Manager before the 36 contract will be presented to the City Council. The form can be obtained at 37 littps://www.ethics.state.tx.us/tec/1295-Info.htm . 38 39 Copies of the Bidding and Contract Documents may be purchased from Kimley-Horn and = 40 Associates, Inc., 801 Cherry Street, Unit 411, Suite 1300, Fort Worth, TX, 76102, 817-335- 41 6511 on June 21, 2018. Call a minimum of 24 hrs in advance to schedule pickup: 42 43 The cost of Bidding and Contract Documents is: 44 Set of Bidding and Contract Documents with full size drawings: $150 45 Set of Bidding and Contract Documents with half size drawings: $100 46 47 48 49 CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 22, 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 00 11 13-2 INVITATION TO BIDDERS Page 2 of 2 PREBID CONFERENCE A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following location, date, and time: DATE: July 10, 2018 TIME: 10 A.M. PLACE: PMO Conference Room, Fort Worth City Hall CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. _ INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Clint Hoover, City of Fort Worth Email: Clint.Hoover@fotworthtexas.gov Phone: 817-392-6573 AND/OR Attn: Sam Delmotte, Kimley-Horn and Associates, Inc Email: Sam.Delmotte@kimley-horn.com Phone: 817-335-6511 -� ADVERTISEMENT DATES Thursday, June 21, 2018 Thursday, June 28, 2018 END OF SECTION CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 22, 2016 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 002113-1 INSTRUCTIONS TO BIDDERS Pagel of9 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified (even if inadvertently opened) shall not be considered. Prequalification requirement work types and documentation are as follows: 3.1.1. Paving — Requirements document located at; hLtps://projep Voint.buzzsaw.com/fortworthgov/Resources/02%20- %20ConstructionO/o2ODocuments/Contractoi4/o2OPLequalification/TPW%2OPaving %20Contractor%2OPrgqualification%2OPrograin/PREQUALIFICATION%20REO UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF? un blic 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; https://projectpoint.buzzsaw.com/fortworth gov/Resources/02%20- %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPaving %20Contractor%2OPr2qualification%2OProgram/PREQUALIFICATION%20REO UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised August 21, 2015 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 3.1.3. Water and Sanitary Sewer — Requirements document located at; https://proj eclpoint.buzzsaw.coin/fortworthgov/Resources/02%20- %20Construction%2ODocuments/Contractor%2OPrequalification/Water%20and%2 OSanitM%2OSewer%2OContractor%2OPrequalification%2OProgram/WSS%20pre g u al%20requirements. doc?public 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder shall: 4.1.1. Examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. Omitted — No federal assistance for this Contract CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised August 21, 2015 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.5. 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 w 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 11 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised August 21, 2015 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 11 any other data, interpretations, opinions or information. 12 13 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised August 21, 2015 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 1000 Throckmorton Street Fort Worth, TX 76102 Attn: Clint Hoover, City of Fort Worth Transportation and Public Works Fax: 817-392-6543 Email: Clint.Hoover@fortworthtexas.aov and Sam.Delmotte@kimley-horn.com Phone: 817-392-6573 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clari_fi_cations may be posted via R,»7.gaw at: https://prom egVo i nt. buzzsaw.com/fortworthgov/Infrastructure%20Proj ects/ 101009%20- %20Bonds%2ORanch%2ORd.%20Imprrovements%2OPhase%202/Bid%2ODocuments%2 OPackage?public 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5.01 of the General Conditions. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised August 21, 2015 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award, City may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City until final contract execution. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal' items. Whenever it is indicated or specified in the, Bidding Documents that a "substitute" or "or - equal' item of material or equipment may be furnished or used -by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 0125 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 12-2011 (as amended), the City has goals for the participation of minority business and/or small business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE and SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or Joint Venture Form as appropriate. The Forms including documentation must be received by the City no later than 2:00 P.M. CST, on the second business days after the bid opening date. The Bidder shall obtain a receipt from the City as evidence the documentation was received. Failure to comply shall render the bid as non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies maybe obtained from the City. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised August 21, 2015 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words 'No Bid," 'No Change," or 'Not Applicable" may be entered. Bidder shall state the prices, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or furnish materials required. All prices shall be written legibly. In case of discrepancy between price in written words and the price in written numerals, the price in written words shall govern. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear.under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00.43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised August 21, 2015 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 14. Modification and Withdrawal of Bids 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 informalities 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 w. ti Im am CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised August 21, 2015 aw 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by the City. 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance, and all other required documentation. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised August 21, 2015 00 35 13 BID FORM Page 12 of 12 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. http://www:ethics.state.tx.us/forms/CIQ.pd http://www.ethics,state.tx.us/forms/ClS.pdf El CIQ Form does not apply ❑ CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary El CIS Form does not apply ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson 5112 Sun Valley Dr. Signature: �. Fort Worth, Texas 76119 Title: President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 Bonds Ranch Rd Corridor Impry Adm1 - FTW.xIs 0041 00 BID FORM Page 1 of 12 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Bonds Ranch Corridor Improvements from US 287 Northbound Frontage Road to East of Shire Meadow City Project No.: 101009 Units/Sections: Unit I - Paving and Drainage Unit III - Water and Wastewater Utility Adjustment Unit III - Landscape Bid Alternative #1 I. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements 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. Bonds Ranch Road Corridor Improvements from CITY OF FORT WORTH US 287 Northbound Frontage Road to STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS East of Shire Meadow Form Revised 20150821 City Project Number 101009 0041 00 BID FORM Page 2 of 12 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. Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) b. Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) c. Roadway and Pedestrian Lighting d. Water Distribution, Urban and Renewal, 12 -inch diameter and smaller e. Water Transmission, Urban/Renewal, 42 -inches and smaller f. Sewer Collection System, Urban/Renewal, 12 -inches and smaller 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 360 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 Bonds Ranch Road Corridor Improvements from CITY OF FORT WORTH US 287 Northbound Frontage Road to STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS East of Shire Meadow Form Revised 20150821 City Project Number 101009 0041 00 BID FORM Page 3 of 12 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Base Bid $5,503,539.71 Alternate Bid Total Bid CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 $93,987.00 $5,597,526.71 Bonds Ranch Road Corridor Improvements from US 287 Northbound Frontage Road to East of Shire Meadow City Project Number 101009 7. Bid Submittal This Bid is submitted on Respectfully s itted, By. (Sign re) Troy L. Jackson (Printed Name) Title: President Company: Jackson Construction, Ltd. Address: 5112 Sun Valley Dr. Fort Worth, Texas 76119 State of Incorporation: TX Email: office jacksontx.net Phone: 817-572-3303 July 19, 2018 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 0041 00 BID FORM Page 4 of 12 by the entity named below. Receipt is acknowledged of the Initial following Addenda: Addendum No. 1: X Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: Bonds Ranch Road Corridor Improvements from US 287 Northbound Frontage Road to East of Shire Meadow City Project Number 101009 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 00 42 43 BIDPROPOSAL Pege 7 0(12 Bidder's Application Project Item Information Bidders Proposal Bidlist Description Specification Unit of Bid Unit Price Bid Value Item No. Section No. Measure Quantity Unit I: Paving and Dralnaae 1-1 0171.0101 Construction Staking 01 71 23 LS__ 1 $60,000.00 $60,000.00 12 p171.0102 As -Built Survey 01 71,23 LS 1 $12 000.00. ,. $12000_00 1-3 0241.1100 Remove Asphalt Pvmt 6241 15 SY 5,930 $9.00 $53,370.00 1-4 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 360 $9.00 $3,240.00 I5 0241.0500 Remove Fence 024113 LF 2,910, 1-6 0241.0550 Remove Guardrail 0241 13 LF 570 $6.00 $3,420.00 1-7 0241.0700 Remove Mailbox 0241 13 _ EA 1 $250.00 $250.00 I-8 -.111-11_ 0241 1060 Remove Conc Pvmt 02 41 15 SY _. 3,790 $12 00 .,.,_$45 480 00 1-9 0241.3013 Remove 18" Storm Line 0241 14 LF 110 $24.00 $2,640.00 1-10 0241.3015 Remove 24" Storm Line 0241 14 LF 100 $24.00 $2,400.00 111 0241 4401 Remove Headwall/SET 0241, 14 EA 5 $2507,00. $1,250.00 1-12 0241.0800 Remove Rip Rap 0241 13 SF 3,690 $1.50 $5,535.00 1-13 3441.4108 Remove Sign Panel and Post 3441 30 EA 18 $150.00 $2,700.00 I-14 9999 0000 Remove Existing Stamped and Colored Concrete Island 02,41 15 SY 780 , $13,.00 $10,140.00 0241 13, EA 1-15 9999.0000 Remove Nail Down Curb Islands and Asphalt Filler 0241 15 _ 2 $2,000.00 $4,000.00 116 3110.0103 12 18' Tree Removal 1.0.0101 31 10 00 EA 21 $2,500 00 $52 500.04 I-17 311 Site Clearing 31 10 00 LS 1 $253,000.00 $253,000.00 1-18 3123.0101 Unclassified Excavation by Plan 31 2316 CY 13,700 $18.00 $246,600.00 I-19 3124.0101 Embankment by Plan 31 24 00 CY 6,800 .$1000 _ _. __$68 000.00 1-20 3125.0101 SWPPP t 1 acre 31 25 00 LS 1 $15,000.00 $15,000.00 1-21 9999.0000 Asphalt Base Failure Repair 32 12 16 SY 290 $110.00 $31,900.00 122 9M.6000 Install, Brick Mailbox 00 00 06 EA 1 $2,000 00 $2,000,00 1-23 3211.0114 10" Flexible Base, Type A, GR -1 32 11 23 SY 5,500 $23.00 $126,500.00 1-24 3211.0502 8" Lime Treatment (42 LBS/SY) 32 11 29 SY 7,110 $9.70 $68,967.00 125 3211 0400 Hydrated Lime 3211 29 TON 140 $183 00 _125,620.._001 1-26 3212.0600 HMAC Pavement Level Up, Type B 32 12 16 TON 10,010 $97.00 $970,970.00 1-27 3212.0501 4" Asphalt Base Type B, Widening 32 12 16 TON 950 $103.00 $97,850.00 128 3212 0501 4 Asphalt Base Type B, Overlay 32 12 16 TON 2,040. $144.00 $293,760.00 1-29 3212.0302 2" Asphalt Pvmt Type D, Overlay 32 12 16 SY 9,300 $19.00 $176,700.00 1-30 3213.0106 11" Conc Pvmt 32 13 13. SY 6,700 $79.00 $529,300.00 131 A211.6.101,011.67 Conc Curb and Gutter 32 11613 _ LF 2,600 $22M , _. $$7,200 00 1-32 3213.0301 4" Conc Sidewalk 32 13 20 SF 17,970 $5.50 $98,835.00 1-33 3213.0311 4" Conc Sidewalk, Adjacent to Curb 32 13 20 970 $7.30 $7,081.00 1 34 3213.0322 Conc Curb at Back of Sidewalk 321112120 _SF LF 350 _;12.00 $4,200_00 I-35 332 2.0100 Conc Ret Wall Adjacent to Sidewalk 32 32 13 SF 400 $22.00 $8,800,00 1-36 3213.0321 Conc Sidewalk Adjacent to Ret Wall (Adjacent to Roadway Curb) 32 32 13 SF 1,410 $8.00 $11,280.00 137 3213 0403 8' Concrete Driveway 32) 3 20 SF 3,930 $1100 I-38 3212.0503 6" Asphalt Base Type B (Driveway) 32 12 16 SF 1,960 $8.00 $15,680.00 1-39 3213.0504 Barrier Free Ramp, Type M-2 32 13 20 EA 6 $1,800.00 $10,800.00_ 1-40 3213 0505 Barrier Free Ramp, Type M-3 I'll- 321320 20 EA 2 $1,400 00 __ _ 1-41 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 4 $1,700.00 $6,800.00 1-42 3213.0510 Barrier Free Ramp, Type C-3 32 13 20 EA 4 $2,900.00 $11,600,00 32 13 13, LF 1-43 9999.0000 6" Concrete Truck Apron Curb 3216 13 550 $33.00 $18,150.00 32 13 13, SY,,, J-44__ 9999 0000 Integral Colored 11" Concrete Truck Apron 0321§ 13 _ 1,100 $15000 , , $165 000 00 32 13 13, SY 1-45 9999.0000 Integral Colored 10" Concrete Median (Splitter Island) 0335 13 100 $140.00 $14,000.00 32 13 13, SY 1-46 9999.0000 Integral Colored/Textured 4" Concrete Median (Splitter Island) 0335 13 2,300 $81.00 $186,300.00 321313. SY 147-_____ 9999,0000 Intergral Colored/Textured 10" Concrete (Island and SW NBFR Comer) 933513 340 $150 00 _$51000 00 1 48 9999.0000 Monolithic Noses, Splitter Island 32 13 13 EA 12 $1,800.00 $21,600.00 1-49 9999.0000 3" Mountable Curb with 18" Gutter 32 16 13 LF 350 $82.00 $28,700.00 150 9999 DOOO Rumble Strips TXDOT LF 50$90 00 _J4.509 I-51 9999.000 MTL W -BEAM GD FEN (TIM POST) TXDOT LF 535 $21.00 $11,235.00 1-52 9999.0010 Terminal Anchor Section TXDOT EA 4 $600.00 $2,400.00 1-53 3291.0100 Topsoil - 4" 3291 19 CY 1,170 $39.00 _ .... $4_5,6 :Q0 1-54 3292.0100 Block Sod Placement 32 92 13 SY 10,500 $4.00 $42,000.00 1-55 3231.0211 Barbed Wire Fence, Metal Posts 32 31 26 LF 1,900 $6.00 $11,400.00 1-66.1-3.1137.011 01Concrete Riprap 31 3700 SY . . .. .... 2,600 $65.00 „ . $169 000.00 1-57 3292.0500 Seeding, Soil Retention Blanket 32 92 13 SY 4,000 $2.00 $8,000.00 1.58 3305.0109 Trench Safety 32 93 43 EA 1,511 $3.00 $4,531.71 1-59 3305.0107 Manhole Adjustment, Minor 330514 EA 2 $50000 _ $1,000,00 CITY OF FORT WORTH STANDARD CONSTRUC770N SPECIFICATION DOCUMENTS Fami Retied 20120120 BOM. R ..h Rd Cam" hnpv Ad.1 - F1W.x1. MP MO A up ol 0 IR A m GR OR SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 00 42 43 BID PROPOSAL Pege 8 of 12 Bidder's Application Project Item Information Bidder's Proposal Bidlist Description Specification Unit of Bid Unit Price Bid Value Item No. Section No. Measure Quantity 1-60 3341.0205 24" RCP, Class III LF 1,290 $81.00 $1041490.00 3341 10 1-61 3341.0205 24" RCP, Class IN (CSS Embedment and Backfill) 3341 10 LF 30 $220.00 $6,600.00 162 3341 0206 24" RCP, Class IV 3341 10 LF 210 $91.00 $19 11., I-63 3349.0001 4' Storm Junction Box 33 49 10 EA 4 $3,700.00 $14,800.00 1-64 3349.0003 6' Storm Junction Box 33 49 10 EA 1 $5,000.00 $5,000.00 1-65 9999 0000 4'X4 Junction Structure Top & Existing Drop Inlet Top Removal 3349,10 EA 1 $2x000.00 $2,000 00 1-66 3349.4105 24 SET, 1 pipe 334940 EA 3 $1,700.00 $5,100.00 1-67 3349.6001 10' Recessed Inlet 33 49 20 EA 13 $4,000,00 $52,000.00 I-68 3349.7002 5'Drop Inlet 334920 EA 1 $3,800.00 ___$3800^00, 1-69 9.7 3349.70014' Drop Inlet 33 49 20 EA 1 $3,500.00 $3,500.00 1-70 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 660 $21.00 $13,860.00 „ I-71 2605.3016 2' CONDT PVC SCH 80 (B) 26 05 33 LF 1,750 $31.00 _$54 250.00 1-72 3305.0103 Exploratory Excavation of Existing Utilities 32 93 43 EA 50 $99.00 $4,950.00 1-73 3441.1502 Ground Box Type B, w/Apron 3441 10 EA 22 $1,100.00 $24,200.00 1-74 3441.1637 Type 33A Arm 34 41 20 EA 30 $400:00 $12 OOOAO I-75 3441.1752 Furnish/Install Type 41 Breakaway Transformer Base for Luminaire Poles 3441 20 EA 22 $400.00 $8,800,00 1-76 3441.3302 Rdwy Illum Foundation TY 3,5,6, and 8 34 41 20 EA 22 $1,900.00 $41,800.00 I-77 3441.3352 Fumish/Install Rdway Illum TY 18 Pole 34 41 20 EA 22 $2,8.%00 _ _ _. $61 600.00 1-78 3441.1408 NO 6 Insulated Elec Condr 34 41 16 LF 6,640 $2.50 $16,600.00 1-79 9999.0000 NO 6 Insulated Elec Condr (GREEN) 3441 10 LF 2,710 $2.50 $6,775.0 1-80 3441.3051 Furnish/Install LED Lighting Fixture (137 watt ATB2 Cobra Head) 3441 20 EA 30 1-81 3441.3501 Sa{vageStreetLight Pole 344120 EA 7 $1,100.00 $7,700.00 I-82 9999.0000 Remove and Reinstall Pedestal Mounted Contactor 34 41 20 EA 1 $3,500.00 $3,500.00 I-83 9999.0000 Pedestal Service Foundation 3441 20 EA 1 $2,400.00 $2 400.00 1-84 3217.0001 4" SLD Pvmt Marking HAS (W) 32 17 23 LF 3,970 $1.30 $5,161.00 1-85 3217.0002 4" SLD Pvmt Marking HAS (Y) 32 17 23 LF 2,730 $1.30 $3,549.00 1-86 3217.0003 4" BRK Pvmt Marking HAS (W) 32 17 23 LF 240 $11.30 $312.00 1-87 9999.0000 8" DOT Pvmt Marking HAS (W) 32 17 23 EA 50 $3.90 $195.00 1-88 3217.0201 8" SLD Pvmt Marking HAS (W) 32 17 23 LF 2,450 $2.50 $6,125.00 189 3217.0501 24" SLD Pvmt Marking HAE (W) 32 17 23 LF 130 $10.50 $1 365.00 1-90 3217.1002 Lane Legend Arrow 32 17 23 EA 15 $180.00 $2,700.00 1-91 3217.1003 Lane Legend DBL Arrow 32 17 23 EA 6 $200.00 $1,200.00 1-92 3217.2103 REFL Raised Marker TY II -A -A 32 17 23 EA 27 $10.00 _ $270.00 1-93 3217.2104 REFL Raised Marker TY II -C-R 32 17 23 EA 26 $10.00 $260.00 1-94 9999.0000 18" DOT Pvmt Marking HAE (W) 32 17 23 EA 36 $11.00 $396.00 195 9999.0000 2' Diameter SLD White Circle Pvmt Marking 32 17 23 EA 3 $90.00., $270.00 1-96 9999.0000 Lane Legend Word YIELD 32 17 23 EA 7 $190.00 $1,330.00 1-97 9999.0000 24" SLD Contrast Pvmt Marking HAE (W) 32 17 23 LF 320 $25.00 $8,000.00 1-98 9999 0000 18" DOT Contrast Pvmt Marking HAE (W) 32 17 23 EA 33 $39.00 $1,287.00 I-99 9999.0000 Lane Legend (W), Contrast Arrow 32 17 23 EA 4 $400.00 $1,600.00 1-100 9999.0600 Lane Legend (W) Contrast Double Arrow 32 17 23 EA 11 $600.00 $6,600.00 I-101 9999.0000 2' Diameter SLD White Circle Pvmt Marking w/ Contrast 32 17 23 EA 6 $500.00 , , _ $3,000 00 1-102 9999.0000 Lane Legend Word Contrast ONLY 32 17 23 EA 2 $600.00 $1,200.00 1-103 9999.0000 Lane Legend Word Contrast YIELD 32 17 23 EA 6 $5-00.00 $3,000.00 1-104 9999.6000 Design Pole Flash Auto LED Raised Pvmt Marker 32 17 23 EA 65 $50.00 $3 250.00 1-105 3217.4301 Remove 4" Pvmt Marking 32 17 23 LF 3,400 $1.00 $3,400.00 1-106 9999.0000 Remove 16" DOT Pvmt Marking 32 17 23 EA 50 $7.00 $350.00 1-107 9999.0000 Remove Lane Legend YIELD Pvmt Marking 32 17 23 EA 3 $100;00 $300.00 I-108 9999.0000 Remove Yield Triangle Pvmt Marking 32 17 23 EA 30 $39.00 $1,170.00 1-109 3217.4307 Remove Raised Marker 32 17 23 EA 60 $1.00 $60.00 1-110 9999.0000 INS OH SN SUP(40 FT CANT) TXDOT 650 EA 2 $50,000.00 $100,000.00 I-111 9999.0000 ALUMINUM SIGNS (TY O) TXDOT 636 SF 600 $41.00 $24,600.00 1-112 9999.0000 TXDOT Sign and Support TY 108WG (1) SA (P) TXDOT EA 31 $700.00 $21,700.00 1113 9999 0000 TXDOT Sign and Support TY 10BWG (2) SA (P) TXDOT EA 7 , , $1,500.00 $10500.00 14 I-1146.0000 TXDOT Sign and Support TY 10BWG (1) SA (T) TXDOT EA 12 $700.00 $8,400.00 1-115 9999.0000 TXDOT Sign and Support TY 10BWG (1) SA (U) TXDOT EA 2 $900.00 $1,800.00 I-116 3471 0001 Traffic Control 3471 13 MO 10 $8,575.00 1-117 3471.0002 Portable Message Sign 3471 13 WK 20 $600.00 $12,000.00 1-118 9999.0000 Detour Route (Ramp Closure or Truck Detour) 34 71 13 EA 3 $10,000.00 $30,000.00 1-119 9999.0000 Temporary Asphalt Pvmt Installation & Removal 34 71 13 SY 5,000 $36.00 _ $180 OOOAO 1-120 9999.0000 Temporary Lighting Roundabout Construction 34 41 20 EA 2 $10,000.00 $20,000.00 I-121 19969.0000 Temporary Shoring TXDOT 403 1 LS 1 $24,000.00 $24,000.00 Unit II., Water and Wastewater Utility Ad ustments $200.00 $400.00 II -1 3305.0102 Cathodic Protection Test Station Adjustment 331 5 14 EA 2 II -2 3305.0111 Valve Box Adjustment 33 05 14 EA 3 $150.00 $450.00 CITY OF FORT WORTH STANDARD CONSTRUCr1ON SPECIFICATION DOCUN ENTS F- Revised 20120120 Bonds Ranch Rd Conidor lmpry Adral - FTW.xls w 00 42 43 BID PROPOSAL Page 9 of 12 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Description Specification Unit of Bid Unit Price Bid Value Item No. 80 Section No. Measure Quantity 3213.0106 11" Conc Pvmt 32 13 13 II -3 3305.0101 Fire Hydrant Stem Extension 33 05 14 EA 1 $1,200.00 $1,200.00 II -4 3305.0106 Manhole Adjustment, Major 33 05 14 EA 3 $3,800.00 $11,400.00 I-5 3305.0108 Miscellaneous Structure Adjustment 32 93 43 EA 2 $24,000.00. $48,000.00 II -6 9999.0000 Existing Custom Junction Structure Box Capping & Cleaning PLANS EA 1 $6,000.00 $6,000.00 Unit III: Landsca e 1 $600.001 $600,001 _ $1,600.00 III -1 9999.0000 River Rock - 5" PLANS SF 200$8.00 III -2 4949.0600 Integral Colored/Textured 4" Concrete Median (Central Island) 03 35 13 SY 330 $80.00 $26,400.00 III -3 9999.0000 Decomposed Granite PLANS SY 440 $35.00 $15,400.00 III -4 9999.0000 Concrete Mow Strip (12") PLANS LF 1,040 $25.001 $26,000.00 III -5 9999.0000 Boulders PLANS EA 68 1 000.00 $1, 68 000.00 $68.000.001 Bid Summary Total ease sia l *5,503,539.711 I lnit IV- Bid Alt.rnate 01 - Hnnd d I..ft and nri-- IV -1 Base Bid 3211 29 Unit I: Paving and Drainage 1 $5,298,689.71 4,010 Unit II: Water and Wastewater Utility Adjustments $67,450.00 $38,897.00 Unit III: Landscape 1 $137.400.00 Total ease sia l *5,503,539.711 I lnit IV- Bid Alt.rnate 01 - Hnnd d I..ft and nri-- IV -1 3211.0502 8" Lime Treatment (42 LBS/SY) 3211 29 SY 4,010 $9.70 $38,897.00 IV -2 3211.0400 Hydrated Lime 32 11 29 TON 80 $183.00 $14,640.00 IV -3 3213.0106 11" Conc Pvmt 32 13 13 SY 400 $87.00 $3480000 IV -4 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 2 $1,700.00 $3,400.00 IV -5 9999.0000 24" SLD Contrast Pvmt Marking HAE (W) 32 17 23 LF 50 $25.00 $1,250.00 IV -6 9999.0000 Lane Legend (W) Contrast Arrow 32 17 23 EA 1 $400.00 $400.00 IV -7 9999.0006 Lane Legend Word Contrast ONLY 32 17 23 EA 1 $600.001 $600,001 M CITYOF FORT WORTH STANDARD CONSTRUCITON SPECIFICATION DOCUWNTS Form Revised 20120120 PM END OF SECTION Total Alternate Bid 1 $93,987.001 T.ftlffidl $5,597,526.711 Bonds Ranch Rd Conidm hnpry Adsul - F1W.xls Document A310 TM - 2010 Conforms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: (Name, legal status and addrass) Jackson Construction, Ltd 5112 Sun Valley Drive Fort Worth, TX 76119 OWNER: (Name. legal srarus and address) City of Fort Worth Fort Worth, TX BOND AMOUNT: $ 5% G.A.B SURETY: (Warne, legal slalus wrd principul place of biminess) The Hanover Insurance Company This document has important 440 Lincoln Street legal consequences. Consultation Worcester, MA 01653 with an attorney is encouraged with respect to its completion or modiricatio n. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. Five Percent of the Greatest Amount Bid PROJECT: (Nanre, location oraddmss andl'rojectnumber, Ijarnj Bonds Ranch Road Corridor Improvements; Project # 101009 The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their licirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) eaters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the 11'roiect and otherwise acceptable to the Omier, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or (2) pays to the Owner the dif erence, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to peribmi the work covered by said bid, then this obligation shall be null and void, otherwise to remain in Bill lbrc:e and ell' ct. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Ovoier may accept the bid. Waiver ol'notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time lair acceptance ol'bids %7cilied in the bid document.% and the Otwier and Contractor shall obtain the Surety s consent lair an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the tcrni Contractor in this Bond shall be deemed to be Subcontractor and the tarn Owner shall be deemed to be Contractor. When (iis Bond has been liirnished to comply with a statutory or other legal requirement in the location of the Project; any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herel'roin and provisions conlbmiing to such statutory or other legal requirement sliall be deemed incorporated herein. When so lirmished, the intent is that this Bond sliall be construed = as a statutory bond and not as a common law bond. Signed and sealed this 19th day of July, 2018 ( rats) (II •ssj / G S-00541AS 8110 Jackson Construction, Ltd. (Principal) (seal) By. (Tillef Flrbsiderg/ The Hanover Insurance Company (surer}) By: At,�' (Tiile)Tonie Petranek Attorney -in -Fact THE HANOVER INSURANCE COMPANY s MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing underthe laws of the State of Michigan, (hereinafter individually and collectively the "Company") does hereby constitute and appoint, Steven R. Foster, Jack M. Crowley and/or Tonle Petranek Of Willis of Texas, Inc. of Dallas, TX each individually, if there be more than one named, as its true and lawful attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents. shall be as binding upon the Company as if they had been duly signed bythe president and attested bythe secretary of the Company, in theirown proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authorityto bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, -not to exceed Thirty Five Million and No/100 ($35,000,000) in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with powerto attach thereto the seal of the Company. Any such writings so executed by such Attorneys -in -fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 — The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 — Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 12th day of February, 2018. The Hanover Insurance Company Massachusetts Bay ins4ance Company Citizens insurance Company of America r B&4Lf loan C: � a, EVPandPiwident THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss. The Hanover Iusurance Company Massachusetts Bay Insura nce Coropa ny C&Lzens L►sura nee Com pa ny_of-America Tames ILSawiedd,viae2 dent On this 12th day of February, 2018 before me came the above named Vice Presidents of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. 01ANE J. MARINO !� IlMary Public OF aiwau MIC �M n E�irM Dime L . Notary Public My Commission Expins March 4.2022 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts,,ihjs' 19thday of July 2018 CERTIFIED COPY -,{ l Theodore G. Martina, Vice President 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 10 of 12 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 State Here or Blank , our principal place of business, are required to be % sere percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State Fiore or Blank , 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. D BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson 5112 Sun Valley Dr. GG�G (Signature) Fort Worth, Texas 76119 Title: President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Bonds Ranch Rd Corridor Impry Adm1 - FTW.xIs 004511-1 BIDDERS PREQUALIFICATIONS Pagel 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 31st 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 y 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/taxperni 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. Financial 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. i CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 i Revised July 1, 2011 004511-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 i 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 funis 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. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shue Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 0045 11-3 BIDDERS PREQUALIFICATIONS �r 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 MW 6 7 8 END OF SECTION 9 M i in i i R i i W i i W CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 on Revised July 1, 2011 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 Asphalt Paving Construction/Reconstruction Jackson Construction, Ltd. 4/1/2020 (15,000 square yards and GREATER) Concrete Paving Construction/Reconstruction Jackson Construction, Ltd. 4/1/2020 (LESS THAN 15,000 square yards) Roadway and Pedestrian Independent Utility Construction, Inc. 3/26/2019 Lighting Water Distribution, Urban and Renewal, 12 -inch diameter Jackson Construction, Ltd. 4/30/2019 and smaller Water Transmission, Urban/Renewal, 42 -inches Jackson Construction, Ltd. 4/30/2019 and smaller Sewer Collection System, Urban/Renewal, 12 -inches Jackson Construction, Ltd. 4/30/2019 and smaller The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson 5112 Sun Valley Dr. (Signature) Fort Worth, Texas 76119 Title: President Date: 7 A I A 'R — END OF SECTION 2 3 4 5 6 7 8 9 10 11 12 13 14 •15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 101009. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Jackson Construction, Ltd. By: Company 5112 Sun Valley Drive Sign, Address Ft. Worth, TX 76119 Title. City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § (Please Print) I BEFOREME, the undersigned authority, on this day personally appeared COV L.Jackson , known to me to be the person whose name is subscribed to fle foregoing instled acknowledged to me that he/she executed the same as the act and deed of 6 for the purposes and consideration therein expressed and in the capacity therein stated. G R MY HAND AND SEAL OF OFFICE this day of 20 CARMEN L. ESTEP ay Pu Notary Public, State of Texas o Comm. Explres 04-06 2020 tary Public in the Stat of Texas %greor;� Notary ID 2910611 END OF SECTION CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 004540-1 Minority Business Enterprise Specifications Pagel of2 SECTION 00 45 40 Minority Business Enterprise Specifications APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 25% of the total bid value of the contract. Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deWer 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 CA -ceived the documentation entation in the time allocated. A faxed and/or emailed popy will not be nccepfed. 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised June 9, 2015 1 2 3 4 5 6 7 8 9 10 11 004540-2 Minority Business Enterprise Specifications Page 2 of 2 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. Any Questions, Please Contact The M/WBE Office at (817) 212-2674. END OF SECTION CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised June 9, 2015 005243-1 Agreement Page I of 5 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on September 18, 2018 is made by and between the City of 4 Forth Worth, a Texas home rule municipality, acting by and through its duly authorized City 5 Manager, ("City"), and JACKSON CONSTRUCTION, LTD., authorized to do business in 6 Texas, acting by and through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as -. 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Bonds Ranch Road Corridor Improvements from US 287 NBFR to Shire Meadow Dr. 16 City Project Number: 101009 _ 17 Article 3. CONTRACT PRICE 18 City agrees to pay Contractor for performance of the Work in accordance with the Contract 19 Documents an amount, in current funds, of FIVE MILLION, FIVE HUNDRED THREE - 20 THOUSAND, FIVE HUNDRED THIRTY-NINE AND 71/100 DOLLARS ($5,503,539.71). 21 Article 4. CONTRACT TIME LL 22 4.1 Final Acceptance. 23 The Work will be complete for Final Acceptance within 300 days after the date when the y 24 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 25 plus any extension thereof allowed in accordance with Article 12 of the General 26 Conditions. 27 4.2 Liquidated Damages 28 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 29 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 30 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 31 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 32 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 33 instead of requiring any such proof, Contractor agrees that as liquidated damages for 34 delay (but not as a penalty), Contractor shall pay City One Thousand Two Hundred Fifty 35 Dollars ($1,Z50) for each day that expires after the time specified in Paragraph 4.1 for - 36 Final Acceptance until the City issues the Final Letter of Acceptance. 37 Article 5. CONTRACT DOCUMENTS 38 5.1 CONTENTS: 39 A. The Contract Documents which comprise the entire agreement between City and 40 Contractor concerning the Work consist of the following: CITY OF FORT WORTH Bonds Ranch Rd. Corridor Improvements from US 287 NBFR to Shire Meadow Dr, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101009 Revised 11.15.17 005243-2 Agreement Page 2 of 5 41 1. This Agreement. 42 2. Attachments to this Agreement: 43 a. Bid Form 44 1) Proposal Form 45 2) Vendor Compliance to State Law Non -Resident Bidder 46 3) Prequalification Statement 47 4) State and Federal documents (project specific) 48 b. Current Prevailing Wage Rate Table 49 c. Insurance ACORD Form(s) 50 d. Payment Bond 51 e. Performance Bond 52 f. Maintenance Bond 53 g. Power of Attorney for the Bonds 54 h. Worker's Compensation Affidavit 55 i. MBE and/or SBE Utilization Form 56 3. General Conditions. 57 4. Supplementary Conditions. 58 5. Specifications specifically made a part of the Contract Documents by attachment 59 or, if not attached, as incorporated by reference and described in the Table of 60 Contents of the Project's Contract Documents. 61 6. Drawings. 62 7. Addenda. 63 8. Documentation submitted by Contractor prior to Notice of Award. 64 9. The following which may be delivered or issued after the Effective Date of the 65 Agreement and, if issued, become an incorporated part of the Contract Documents: 66 a. Notice to Proceed. 67 b. Field Orders. 68 c. Change Orders. 69 d. Letter of Final Acceptance. 70 71 Article 6. INDEMNIFICATION 72 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 73 expense, the city, its officers, servants and employees, from and against any and all 74 claims arising out of, or alleged to arise out of, the work and services to be performed 75 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 76 under this contract. This indemnification provision is specifically intended to operate 77 and be effective even if it is alleeed or proven that all or some of the damages being 78 sought were caused, in whole or in part, by any act, omission or neelieenec of the city. 79 This indemnity provision is intended to include, without limitation, indemnity for 80 costs, expenses and legal fees incurred by the city in defending against such claims and 81 causes of actions. 82 CITY OF FORT WORTH Bonds Ranch Rd. Corridor Improvements from US 287 NBFR to Shire Meadow Dr, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityProject No. 101009 Revised 11.15.17 005243-3 Agreement Page 3 of 5 83 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 84 the city, its officers, servants and employees, from and against any and all loss, damage 85 or destruction of property of the city, arising out of, or alleged to arise out of, the work 86 and services to be performed by the contractor, its officers, agents, employees, 87 subcontractors, licensees or invitees under this contract. This indemnification 88 provision is specifically intended to operate and be effective even if it is alleeed or 89 proven that all or some of the dama-yes beine soueht were caused, in whole or in part, 90 by any act, omission or nejElijEence of the city. 91 92 Article 7. MISCELLANEOUS J 93 7.1 Terms. 94 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 95 have the meanings indicated in the General Conditions. 96 7.2 Assignment of Contract. 97 This Agreement, including all of the Contract Documents may not be assigned by the 98 Contractor without the advanced express written consent of the City. 99 7.3 Successors and Assigns. 100 City and Contractor each binds itself, its partners, successors, assigns and legal 101 representatives to the other party hereto, in respect to all covenants, agreements and 102 obligations contained in the Contract Documents. 103 7.4 Severability. 104 Any provision or part of the Contract Documents held to be unconstitutional, void or _ 105 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 106 remaining provisions shall continue to be valid and binding upon CITY and 107 CONTRACTOR. 108 7.5 Governing Law and Venue. 109 This Agreement, including all of the Contract Documents is performable in the State of 110 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 111 Northern District of Texas, Fort Worth Division. 112 7.6 Authority to Sign. 113 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 114 than the duly authorized signatory of the Contractor. 115 116 7.7 Prohibition On Contracts With Companies Boycotting Israel. 117 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 118 Code, the City is prohibited from entering into a contract with a company for goods or 119 services unless the contract contains a written verification from the company that it: (1) 120 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH Bonds Ranch Rd. Corridor Improvements from US 287 NBFR to Shire Meadow Dr. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101009 "' Revised 11.15.17 i 005243-4 Agreement i Page 4 of 5 121 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 122 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 123 certifies that Contractor's signature provides written verification to the City that 124 Contractor: (1) does not boycott Israel, and (2) will not boycott Israel during the term of i 125 the contract. 126 127 7.8 Immigration Nationality Act. 128 Contractor shall verify the identity and employment eligibility of its employees who 129 perform work under this Agreement, including completing the Employment Eligibility 130 Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of i 131 all I-9 forms and supporting eligibility documentation for each employee who performs 132 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 133 establish appropriate procedures and controls so that no services will be performed by any 134 Contractor employee who is not legally eligible to perform such services. 135 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 136 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF .. 137 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 138 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 139 Contractor, shall have the right to immediately terminate this Agreement for violations of 140 this provision by Contractor. 141 142 7.9 No Third -Party Beneficiaries. 143 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 144 and there are no third -party beneficiaries. 145 146 7.10 No Cause of Action Against Engineer. 147 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 148 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 149 subcontractors, for any claim arising out of, in connection with, or resulting from the 150 engineering services performed. Only the City will be the beneficiary of any undertaking by 151 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 152 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 153 in any way responsible for those duties that belong to the City and/or the City's construction 154 contractors or other entities, and do not relieve the construction contractors or any other 155 entity of their obligations, duties, and responsibilities, including, but not limited to, all 156 construction methods, means, techniques, sequences, and procedures necessary for 157 coordinating and completing all portions of the construction work in accordance with the 158 Contract Documents and any health or safety precautions required by such construction 159 work. The Engineer and its personnel have no authority to exercise any control over any 160 construction contractor or other entity or their employees in connection with their work or 161 any health or safety precautions. 162 163 SIGNATURE PAGE TO FOLLOW 164 CITY OF FORT WORTH Bonds Ranch Rd. Corridor Improvements from US 287 NBFR to Shire Meadow Dr. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101009 Revised 11.15.17 MR W i 005243-5 Agreement Page 5 of 5 165 166 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 167 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 168 Date"). 169 Contractor: Jackson Construction, Ltd. By: 7]��Vxe� �/,y-lg~ (Sign re) To L. Jackson (Printed Name) Title: ftsident Address: 5112 Sun Valley Drive City/State/Zip: Fort Worth, Texas 76119 i,- 8 e 1AP/y Date 170 171 172 173 174 OFFICIAL RECORD 175 �,1 'V S FC"R.E u'r RY 176 177 FT. Ok—f Hl, TX City of Fort -Worth By: Susan Alanis Assistant City Manager Date t o l •D-- Q Wg Attest: City S (Seal) M&C C-28856 Date: 09/18/2018 Form 1295 No. 2018-384327 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this co tract, including ensuring all pprformanc and reporting Clint Hoover, P.E. Program Manager A roved o Form and Legality: Douglas W. Black Assistant City Attorney APP �VALRECONDAENDED: Tzr Dougrsi . . DIRE R Transportation Public Works CITY OF FORT WORTH Bonds Ranch Rd. Corridor Improvements from US 287 NBFR to Shire Meadow Dr. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101009 Revised 11.15.17 West, Jennifer From: Carmen Estep <CarmenE@jacksontx.net> Sent: Tuesday, October 9, 2018 4:18 PM To: West, Jennifer Subject: RE: Notice of Award - City Project No. 101009, Bonds Ranch Road Corridor Improvements Jennifer: Please date Troy's signature as October 2, 2018. Thank you, Carmen Estep Jackson Construction, Ltd 5112 Sun Valley Drive Fort Worth, TX 76119 817-572-3303 Office 817-478-0443 Fax From: West, Jennifer[mailto:Jennifer.West@fortworthtexas.govj Sent: Tuesday, October 9, 2018 2:06 PM To: Hoover, Clint <Clint.Hoover@fortworthtexas.gov>; Carmen Estep <CarmenE@jacksontx.net> Cc: TPW Contracts <TPWContracts@fortworthtexas.gov> Subject: RE: Notice of Award - City Project No. 101009, Bonds Ranch Road Corridor Improvements Mr. Estep, I have received and reviewed the contracts. The certificate of insurance is missing an additional insured as required by Article 5, Section 3 of the General Conditions (p.21-22). Please refer to this section to ensure all insurance requirements are met. In addition, please attach all required endorsements to the certificate. Aside from the insurance, the agreement is not dated which will need to completed prior to routing this contract for execution. I've attached a copy of your certificate of insurance along with a copy of the general conditions and the supplementary conditions for your reference. The general and supplementary conidtions are bookmarked for ease. Please let me know if you have any questions. Thank you, Jennifer West Capital Delivery Contract Coordinator Transportation and Public Works —� 200 Texas Street Fort Worth, Texas 76102 006113-1 PERFORMANCE BOND Page 1 of 2 1 SECTION 00 6113 2 PERFORMANCE BOND Bond No. 1068060 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Jackson Construction, Ltd., known as "Principal" herein and 9 The Hanover Insurance Company , 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 11 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, Five Million, Five 13 Hundred Three Thousand, Five Hundred Thirty Nine and 71/100 Dollars ($5,503,539.71), lawful 14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of 15 which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded.the 18th day of September 2018, which Contract is hereby referred to and made a part.. 19 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 20 other accessories defined by law, in the prosecution of the Work, including any Change Orders, 21 as provided for in said Contract designated as Bonds Ranch Road Corridor Improvements from 22 US 287 NBFR to Shire Meadow Dr., City Project No. 101009. 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH Bonds Ranch Rd. Corridor Improvements from US 287 NBFR to Shire Meadow Dr. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101009 Revised July 1, 2011 006113-2 PERFORMANCE BOND 4 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 WTTNESS WHEREOF, the Principal and the Surety have'SIGNFD4.-i SEALED i S this instrument by duty authorized agents and officers on this the 2$th —day of ' 6 September 2018. 7 PRINCIPAL: 8 Jackson Construction. Ltd. 9 10 B : /moi Gftil 11 Si afore 12 ATTEST: 13 14 Troy i. Jackson- PrPnjdPnt 15 (Prig ipal) SecreV Name and Title 16 17 Address: 5112 Sun Valley Dr. - y 19 Ft Worth TX 76119 20 �_-n1,uSL_ AQ 2Iss as to Principal _It4D _. 22 SURE 3Y: 23 The Hanover Insura o any 24 25 26 BY: 27 _ 28 29 Jack M Crowley, Attorney in Fact 30 Name and Title 31 15305 Dallas Parkway, #1100 32 Address: 33 Addison, 34 35 36 Witness as to Surety Telephone Number. 972-385-9800 37 38 39 40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 41 from the by-laws. showing that this person has authority to sign such obligation. If 42 Surety's physical address is different from its mailing address, both must be provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. _ 44 OFFICIAL RECO RMA" CITY SECRETARY FT WORTH, TY CIIY OF FORT WORTH Bonds Rm h Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102009 Revised July 1, 20I1 0061 14-1 PAYMENT BOND Page 1 of 2 1 SECTION 00 6114 Bond No. 1068060 2 PAYMENT BOND _ 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Jackson Construction, Ltd., known as "PrincipaP herein, and 8 The Hanover Insurance Company 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 Five Million, Five Hundred Three Thousand, Five Hundred Thirty Nine and 71/100 13 Dollars ($5,503,539.71), 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 18th day of September 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 Bonds Ranch Road Corridor Improvements from US 287NBFR to Shire Meadow 22 Dr., City Project No. 101009. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation *shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. v 31 CITY OF FORT WORTH . Bonds Ranch Rd. Corridor Improvements from US 287 NBFR to Shire Meadow Dr. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101009 Revised July 1, 2011 M IV 00 61 14 -2 PAYNII;NT 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 28th day of 4 f 3 September ,2018 4 PRINCIPAL. Jackson Construction, Ltd, ATTEST: BY. y� Signature Troy •L Jackson, President (P - ipal) Se , Name and Title Address: 5112 Sun Valley Dr. Ft, Worth, TX 76119 i esTj to Principal . ca�rL-- 4U,44144N-1 Witness as to Surety SURETY: The Hanover Insurance om any BY: Sign Jack M Crowley, Attorney in Fact Name and Title Address: 15305 Dallas Parkway, #1100 Addison, TX 75001 Telephone Number. 972-385-9800 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. 11 END OF SECTION 'OFFICIAL RUCCIRD, 12 CITY SECRETARY i CITY OF FORT WORTH Bonds Rmch Rd Corridor Impmvemrnts from US 287 NBFR to Shue Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN -101009 Revised July 1.2011 0061 19-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 6119 Bond No. 1068060 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Jackson Construction, Ltd., known as `Principal" herein and 9 The Hanover Insurance Company 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 11 or snore), 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 Five Million, 13 Five Hundred Three Thousand, Five Hundred Thirty Nine and 71/100 Dollars ($5,503,539.71), 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 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the 18th day of October 2018, which Contract is hereby referred to and a made part hereof for all 21 purposes as if fully set forth herein, to f irnish 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 Bonds Ranch Road Corridor Improvements from US 287NBFR to Shire Meadow 25 Dr., City Project No. 101009; and 26 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two (2) years 30 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH Bonds Ranch Rd. Corridor Improvements from US 287 NBFR to Shire Meadow Dr. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101009 Revised July 1, 2011 CTY OF FORT WORTH Bonds stanch Rd. Corridor Improvements from US 287 NBFR to Shire Meadow Dr. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101009 Revised July 1, 2011 1 j 006119-2 ' MAINTENANCE BOND Page 2 of 3 1 ' 2 NOW THEREFORE, the condition of this obligation is such that if Principal shall 3 remedy any defective Work, for which timely notice was provided by City, to a completion 4 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 5 full force and effect. 6 7 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond; and 11 12 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 13 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FURTHER, that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. _ 18 19 20 CTY OF FORT WORTH Bonds stanch Rd. Corridor Improvements from US 287 NBFR to Shire Meadow Dr. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101009 Revised July 1, 2011 006119-3 MARTIENANCE BOND Page 3 cf 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 28th day of_ 3 September 18, 4 5 PRINCIPAL: 6 Jackson Construction, Ltd. 7 _ 8 !. 9 BY: 10 Signfiuie 11 ATTEST: 12 13 O-'� Troy L Jackson, President 14 cipal) Seato Name and Title 15 16 Address: 5112 Sun ValleyDr_ 17 i VW �t it Worth. TX 76119 18 'of 19 20 Ariless as to Principal 21 SURETY: 22 The Hanover Insur pang 23 24 z�25 BY: _ ^ . 26 >6iatare 27 28 Jack M Crowley, Attorney in Fact 29 A Name and Title 3 311 Address: ' 15305 Dallas Parkway, 11100 (( J�{'I 32 VK,) Secretary :Addison, TX 75001 33 34 %- 35 Witness as to Surety Telephone Number: 972-385-9800 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 anihority 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 OFFICIAL kECOR® CITY SECRETARY FT. WORTH, TX CITY OF FORT WORTH Bonds Rancb Rd Conidor lmprovemetits from US 287 NBFR to Shirt Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: ` That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing underthe laws of the State of Michigan, (hereinafter individually and collectively the "Company") does hereby constitute and appoint, Steven R. Foster, Jack M. Crowley and/or Tonie Petranek Of Willis of Texas, Inc. of Dallas, TX each individually, if there be more than one named, as its true and lawful attomey(s)-i n -fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company, in their own proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, not to exceed Thirty Five Million and No/100 ($35,000,000) in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said i Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attomeys-in-fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys -in -fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attomey and certification in respect thereto, granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 —The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 — Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 12th ;lay of February, 2018. The Hanover Lesuran�cee lCompa' y Massaehosetts Bay fnsa�ance Company Gtaros Insurance Ceanpn+ry of America r,,.w.»„ + ySUR�s°`� iuk 1 asra tflw � r ori � The ftch vrr is Ba ante Cam Pant Massachusetts Bar Insurance Camps n7 C&izcns Znsura noe Company of Amerro /� John C. Roche, EVP andPresdem James H. K2_WkC Licz Precedent THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss. On this 12`" day of February, 2018 before me came the above named Vice Presidents of The Hanover Insurance Company, Massachusetts Bay insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. IL DIANE J. YARWO na_.r r,r,ae p or....,n Ep'- Dianc J.. A o, ;wary Riblic yrs aat Aiy L'umsnsrion F.piro March =. 2022 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attomey issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this 28thday of September 2018 CERTIFIED COPY Theodorc G. Manrnc-c, Fitz Presidc;m . -' Hanover The Hanover Insurance Company 1440 Lincoln Street Worcester, MA 01653 Insurance Group Citizens insurance Company of America 1 645 West Grand River Avenue, Howell, MI 48843 Texas Complaint Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call The Hanover Insurance Company/Citizens- Insurance ompany/CitizensInsurance Company of America's toll-free telephone number for information or to make a complaint at: 1-800-608-8141 AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de The Hanover Insurance Company/Citizens Insurance Company of America's para information o para someter una queja al: 1-800-608-8141 You may also write to The Hanover Insurance Company/ Usted tambien puede escribir a The Hanover Insurance Citizens Insurance Company of America at: Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01615 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: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi:texas.gov E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the com- pany 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 con- dition of the attached document 161-1457 rA2) 440 Lincoln Street Worcester, MA 01615 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.state.t(.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concemiente a su prima o a un rec- lamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de information y no se convierte en parte o condition del documento adjunto. TexasMutuai' WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. () Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 10/1 /18 at 12:01 a.m. standard time, forms a part of: Policy no. 0001161633 of Texas Mutual Insurance Company effective on 10/1/18 Issued to: JACKSON CONSTRUCTION LTD This is not a bill NCCI Carrier Code: 29939 Authorized representative 9/26/18 PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 WC 42 03 04 B POLICY NUMBER: 810 -3L404754 -18-26-G ISSUE DATE: 10-01-18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED ENTITY - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE CANCELLATION: Number of Days Notice of Cancellation: 30 PERSON OR ORGANIZATION: ANY PERSON OR ORGANIZATION TO WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT THAT NOTICE OF CANCELLATION OF THIS POLICY WILL BE GIVEN, BUT ONLY IF: 1. YOU SEND US A WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING THE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED RECEIVES NOTICE FROM US OF THE CANCELLATION OF THIS POLICY; AND 2. WE RECEIVE SUCH WRITTEN REQUEST AT LEAST 14 DAYS BEFORE THE BEGINNING OF THE APPLICABLE NUMBER OF DAYS SHOWN IN THIS SCHEDULE. ADDRESS: THE ADDRESS FOR THAT PERSON OR ORGANIZ- ATION INCLUDED IN SUCH WRITTEN REQUEST FROM YOU TO US. PROVISIONS: If we cancel this policy for any statutorily permitted reason other than nonpayment of premium, and a number of days is shown for cancellation in the schedule above, we will mail notice of cancellation to the person or organization shown in the schedule above. We will mail such notice to the address shown in the schedule above at least the number of days shown for cancellation in the schedule above before the effective date of cancellation. IL T4 05 03 11 0 2011 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CHANGES - CANCELLATION AND NONRENEWAL This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM 1. The following replaces Paragraphs 2. and 5. of the Cancellation Common Policy Conditions: 2. We may cancel this policy: a. By mailing or delivering to the first Named Insured written notice of cancellation, stating the reason for cancellation, at least 10 days before the effective date of cancellation. b. For the following reasons, if this policy does not provide coverage to a govern- mental unit, as defined under 28 TEX. ADMIN. CODE, Section 5.7001: (1) If this policy has been in effect for 60 days or less, we may cancel for any reason except, that under the provi- sions of the Texas Insurance Code, we may not cancel this policy solely because the policyholder is an elect- ed official. (2) If this policy has been in effect for more than 60 days, or if it is a renew- al or continuation of a policy issued by us, we may cancel only for one or more of the following reasons: (a) Fraud in obtaining coverage; (b) Failure to pay premiums when due; (c) An increase in hazard within the control of the insured which would produce an increase in rate; (d) Loss of reinsurance covering all or part of the risk covered by the policy; or (e) If we have been placed in super- vision, conservatorship or receiv- ership and the cancellation is ap- proved or directed by the super- visor, conservator or receiver. c. For the following reasons, if this policy provides coverage to a governmental unit, as defined under 28 TEX. ADMIN. CODE, Section 5.7001: (1) If this policy has been in effect for less than 90 days, we may cancel this policy for any reason. (2) If this policy has been in effect for 90 days or more, or if it is a renewal or continuation of a policy issued by us, we may cancel this policy, only for the following reasons: (a) If the first Named Insured does not pay the premium or any por- tion of the premium when due; (b) If the Texas Department of Insur- ance determines that continua- tion of this policy would result in violation of the Texas Insurance Code or any other law governing the business of insurance in Tex- as; (c) If the Named Insured submits a fraudulent claim; or (d) If there is an increase in the haz- ard within the control of the Named Insured which would pro- duce an increase in rate. 5. If this policy is canceled, we will send the first Named Insured any premium refund due. The refund will be pro rata, subject to the policy minimum premium. The cancellation will be effective even if we have not made or offered a refund. 2. The following is added to Paragraph B.,General Conditions, of the CONDITIONS Section: Nonrenewal 1. We may elect to renew this policy except that under the provisions of the Texas Insurance CA FO 51 02 15 © 2015 The Travelers Indemnity Company. All rights reserved. Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO such contract. The waiver applies only to the person or organization designated in such contract. N. UNINTENTIONAL ERRORS OR OMISSIONS The following is added to Paragraph B.2., Con- cealment, Misrepresentation, Or Fraud, of SECTION IV — BUSINESS AUTO CONDITIONS: The unintentional omission of, or unintentional error in, any information given by you shall not prejudice your rights under this insurance. How- ever this provision does not affect our right to col- lect additional premium or exercise our right of cancellation or non -renewal. Page 4 of 4 0 2015 The Travelers Indemnity Compa ny. All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. You agree to maintain all required or compulsory insurance in any such coun- try up to the minimum limits required by local law. Your failure to comply with compulsory insurance requirements will not invalidate the coverage afforded by this policy, but we will only be liable to the same extent we would have been liable had you complied with the compulsory in- surance requirements. (d) It is understood that we are not an admit- ted or authorized insurer outside the United States of America, its territories and possessions, Puerto Rico and Can- ada. We assume no responsibility for the furnishing of certificates of insurance, or for compliance in any way with the laws of other countries relating to insurance. G. WAIVER OF DEDUCTIBLE — GLASS The following is added to Paragraph D., Deducti- ble, of SECTION III — PHYSICAL DAMAGE COVERAGE: No deductible for a covered "auto" will apply to glass damage if the glass is repaired rather than replaced. H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT The following replaces the last sentence of Para- graph AA.b., Loss Of Use Expenses, of SEC- TION III — PHYSICAL DAMAGE COVERAGE: However, the most we will pay for any expenses for loss of use is $65 per day, to a maximum of $750 for any one "accident". 1. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT The following replaces the first sentence in Para- graph A.4.a., Transportation Expenses, of SECTION III — PHYSICAL DAMAGE COVER- AGE: We will pay up to $50 per day to a maximum of $1,500 for temporary transportation expense in- curred by you because of the total theft of a cov- ered "auto" of the private passenger type. J. PERSONAL PROPERTY The following is added to Paragraph A.4., Cover- age Extensions, of SECTION 111 — PHYSICAL DAMAGE COVERAGE: Personal Property We will pay up to $400 for "loss" to wearing ap- parel and other personal property which is: (1) Owned by an "insured"; and COMMERCIAL AUTO (2) In or on your covered "auto". This coverage applies only in the event of a total theft of your covered "auto". No deductibles apply to this Personal Property coverage. K. AIRBAGS The following is added to Paragraph 8.3., Exclu- sions, of SECTION III — PHYSICAL DAMAGE COVERAGE: Exclusion 3.a. does not apply to "loss" to one or more airbags in a covered "auto" you own that in- flate due to a cause other than a cause of "loss" set forth in Paragraphs A.1.b. and A.1.c., but only: a. If that "auto" is a covered "auto" for Compre- hensive Coverage under this policy; b. The airbags are not covered under any war- ranty; and c. The airbags were not intentionally inflated. We will pay up to a maximum of $1,000 for any one "loss". L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS The following is added to Paragraph A.2.a., of SECTION IV — BUSINESS AUTO CONDITIONS: Your duty to give us or our authorized representa- tive prompt notice of the "accident" or "loss" ap- plies only when the "accident" or "loss" is known to: (a) You (if you are an individual); (b) A partner (if you are a partnership); (c) A member (if you are a limited liability com- pany); (d) An executive officer, director or insurance manager (if you are a corporation or other or- ganization); or (e) Any "employee" authorized by you to give no- tice of the "accident" or "loss". M. BLANKET WAIVER OF SUBROGATION The following replaces Paragraph A.S., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV — BUSINESS AUTO CONDI- TIONS: S. Transfer Of Rights Of Recovery Against Others To Us We waive any right of recovery we may have against any person or organization to the ex- tent required of you by a written contract signed and executed prior to any "accident" or "loss", provided that the "accident" or "loss" arises out of operations contemplated by CA T3 53 02 15 © 2015 The Travelers Indemnity Company. All rights reserved. Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO permission, while performing duties (a) With respect to any claim made or "suit" related to the conduct of your busi- brought outside the United States of ness. America, the territories and possessions However, any "auto" that is leased, hired, of the United States of America, Puerto rented or borrowed with a driver is not a Rico and Canada: covered "auto". (1) You must arrange to defend the "in - D. EMPLOYEES AS INSURED sured" against, and investigate or set- tle any such claim or "suit" and keep The following is added to Paragraph A.1., Who Is us advised of all proceedings and ac - An Insured, of SECTION II — COVERED AUTOS tions. LIABILITY COVERAGE: Any "employee" of yours is an "insured" while us- (11) Neither you nor any other involved ing a covered "auto" you don't own, hire or borrow "insured" will make any settlement in your business or your personal affairs. without our consent. E. SUPPLEMENTARY PAYMENTS — INCREASED (III) We may, at our discretion, participate LIMITS in defending the "insured" against, or in the settlement of, any claim or 1. The following replaces Paragraph A.2.a.(2), "suit". of SECTION 11 — COVERED AUTOS LIABIL- ITY COVERAGE: (iv) We will reimburse the "insured" for sums that the "insured" legally must (2) Up to $3,000 for cost of bail bonds (in- pay as damages because of "bodily cluding bonds for related traffic law viola- injury" or "property damage" to which tions) required because of an "accident" this insurance applies, that the "in - we cover. We do not have to furnish sured" pays with our consent, but these bonds. only up to the limit described in Para - 2. The following replaces Paragraph A.2.a.(4), graph C., Limits Of Insurance, of of SECTION 11 — COVERED AUTOS LIABIL- SECTION II — COVERED AUTOS ITY COVERAGE: LIABILITY COVERAGE. (4) All reasonable expenses incurred by the (v) We will reimburse the "insured" for "insured" at our request, including actual the reasonable expenses incurred loss of earnings up to $500 a day be- with our consent for your investiga- cause of time off from work. tion of such claims and your defense of the "insured" against any such F. HIRED AUTO — LIMITED WORLDWIDE COV- "suit", but only up to and included ERAGE — INDEMNITY BASIS within the limit described in Para - The following replaces Subparagraph (5) in Para- graph C., Limits Of Insurance, of graph B.7., Policy Period, Coverage Territory, SECTION 11 — COVERED AUTOS of SECTION IV — BUSINESS AUTO CONDI- LIABILITY COVERAGE, and not in TIONS: addition to such limit. Our duty to (5) Anywhere in the world, except any country or make such payments ends when we have used up the applicable limit of jurisdiction while any trade sanction, em- insurance in payments for damages, bargo, or similar regulation imposed by the settlements or defense expenses. United States of America applies to and pro- hibits the transaction of business with or (b) This insurance is excess over any valid within such country or jurisdiction, for Cov- and collectible other insurance available ered Autos Liability Coverage for any covered to the "insured" whether primary, excess, "auto" that you lease, hire, rent or borrow contingent or on any other basis. without a driver for a period of 30 days or less (c) This insurance is not a substitute for re - and that is not an "auto" you lease, hire, rent quired or compulsory insurance in any or borrow from any of your "employees", country outside the United States, its ter - partners (if you are a partnership), members ritories and possessions, Puerto Rico and (if you are a limited liability company) or Canada. members of their households. Page 2 of 4 ® 2015 The Travelers Indemnity Company. All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS F. HIRED AUTO — LIMITED WORLDWIDE COV- ERAGE — INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE — GLASS PROVISIONS A. BROAD FORM NAMED INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION 11 — COVERED AUTOS LIABILITY COVERAGE: Any organization you newly acquire or form dur- ing the policy period over which you maintain 50% or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- ever is earlier. B. BLANKET ADDITIONAL INSURED The following is added to Paragraph c. in A.1., Who Is An Insured, of SECTION II — COVERED AUTOS LIABILITY COVERAGE: Any person or organization who is required under a written contract or agreement between you and 6-0 that person or organization, that is signed and executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an addi- tional insured is an "insured" for Covered Autos Liability Coverage, but only for damages to which H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT J. PERSONAL PROPERTY K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS this insurance applies and only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. C. EMPLOYEE HIRED AUTO 1. The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — COV- ERED AUTOS LIABILITY COVERAGE: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your busi- ness. 2. The following replaces Paragraph b. in B.5., Other Insurance, of SECTION IV — BUSI- NESS AUTO CONDITIONS: b. For Hired Auto Physical Damage Cover- age, the following are deemed to be cov- ered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your "employee" under a contract in an "employee's" name, with your CA T3 53 02 15 © 2015 The Travelers Indemnity Company. All rights reserved. Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT OF EMPLOYEE DEFINITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM The following replaces the definition of "employee" in the DEFINITIONS Section: "Employee" includes a 'leased worker" and a "temporary worker". CA T4 59 02 15 © 2015 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc. with its permission. C. The lessor is not liable for payment of your premiums. D. Additional Definition As used in this endorsement: "Leased auto" means an "auto" leased or rented to you, including any substitute, replacement or extra "auto" needed to meet seasonal or other needs, under a leasing or rental agreement that requires you to provide direct primary insurance for the lessor. Page 2 of 2 © 2015 The Travelers Indemnity Company. All rights reserved. CA T4 52 02 16 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO POLICY NUMBER: 810 -3L404754 -18-26-G ISSUE DATE: 10-01-18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SHORT TERM HIRED AUTO - ADDITIONAL INSURED AND LOSS PAYEE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM SCHEDULE Additional Insured (Lessor): Any lessor of a "leased auto" under a leasing or rental agreement of less than 6 months. Designation Or Description Of "Leased Autos": Any 'leased auto" under a leasing or rental agreement of less than 6 months. A. Coverage 1. Any 'leased auto" designated or described in the Schedule will be considered a covered "auto" you own and not a covered "auto" you hire or borrow for Covered Autos Liability Coverage. 2. For a "leased auto" designated or described in the Schedule, the Who Is An Insured provision under Covered Autos Liability Coverage is changed to include as an "insured" the lessor of such 'leased auto". However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by: a. You; b. Any of your "employees" or agents; or c. Any person, except the lessor or any "employee" or agent of the lessor, operating a 'leased auto" with the permission of any of the above. 3. Coverage for any 'leased auto" described in the Schedule applies until the end of the policy period shown in the Declarations or when the lessor or his or her agent takes possession of the 'leased auto", whichever occurs first. B. Loss Payable Clause 1. We will pay, as interest may appear, you and the lessor, if your policy includes Hired Auto Physical Damage Coverage, for 'loss" to a "leased auto". 2. The insurance covers the interest of the lessor unless the 'loss" results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor, we will obtain his or her rights against any other party. CA T4 52 02 16 © 2015 The Travelers Indemnity Company. All rights reserved. Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS SUPPLEMENTARY DEATH BENEFIT This endorsement modifies insurance provided under the following: AUTO MEDICAL PAYMENTS COVERAGE PERSONAL INJURY PROTECTION COVERAGE With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. A. Coverage D. Additional Definitions We will pay under the provisions of personal in- The following are added to the Definitions sec - jury protection insurance and/or auto medical tion and have special meaning for Supplementary payments insurance as afforded by this policy ex- Death Benefit: cept as limited by this endorsement. 1. "Insured" as used in this endorsement means We will pay a supplementary death benefit equal the same persons who are covered under to the limit shown for the coverages but not ex- auto medical payments insurance and/or per- ceeding ten thousand dollars ($10,000) per per- sonal injury protection insurance. son because of death: 1. Caused by an "auto" "accident'; and 2. "Seat belt" means manual or automatic safety belts or seat and shoulder restraints or a child 2. Sustained by an "insured" while wearing a restraint device. "seat belt" or protected by an "airbag". We will pay the benefit if death from an 'auto „ 3. "Airbag" is a functioning airbag designed to accident occurs within three years of the date of protect the occupant of a seat in an "auto". such "accident". 4. "Beneficiary" means (in order of priority of B. Proof Of Claim For Death Benefit payment): The "beneficiary" must furnish us with: proof of a. The surviving spouse if,a resident in the death of the "insured", accompanied by a police same household as the deceased at the report or other suitable proof, that the "insured" at time of the "accident'; or the time of the "auto" "accident" was wearing a b. If the deceased is an unmarried minor, ei- ther of the surviving parents who had le - C. Other Insurance gal custody at the time of the "accident": Any amounts payable under the supplementary or death benefit shall not be reduced by any other c. The estate of the deceased. amounts paid or payable under this policy. CA 99 95 10 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. POLLUTION LIABILITY - BROADENED COVERAGE FOR COVERED AUTOS - BUSINESS AUTO AND MOTOR CARRIER COVERAGE FORMS This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. A. Covered Autos Liability Coverage is changed persal, seepage, migration, release or escape as follows: of "pollutants": 1. Paragraph a. of the Pollution Exclusion ap- a. Before the "pollutants" or any prop - plies only to liability assumed under a con- erty in which the "pollutants" are con- tract or agreement. tained are moved from the place 2. With respect to the coverage afforded by where they are accepted by the "in - Paragraph A.1. above, Exclusion 13.6. Care, sured" for movement into or onto the Custody Or Control does not apply. covered "auto"; or B. Changes In Definitions b. After the "pollutants" or any property For the purposes of this endorsement, Paragraph in which the "pollutants" are con - D, of the Definitions Section is replaced by the tained are moved from the covered following: "auto" to the place where they are fi- "Covered pollution cost or expense" means nally delivered, disposed of or aban- doned by the "insured". any cost or expense arising out of: 1. Any request, demand, order or statutory Paragraphs a. and b. above do not apply "accidents" or regulatory requirement that any "in- to that occur away from prem- sured" or others test for, monitor, clean ises owned by or rented to an "insured" up, remove, contain, treat, detoxify or with respect to "pollutants" not in or upon neutralize -or in any way respond to, or a covered "auto" if: assess the effects of "pollutants"; or (1) The "pollutants" or any property 2. Any claim or "suit" by or on behalf of a in which the "pollutants" are con - governmental authority for damages be- tained are upset, overturned or cause of testing for, monitoring, cleaning damaged as a result of the main - up, removing, containing, treating, detoxi- tenance or use of a covered fying or neutralizing, or in any way re- "auto"; and sponding to or assessing the effects of (2) The discharge, dispersal, seep - "pollutants". age, migration, release or escape "Covered pollution cost or expense" does not of the "pollutants" is caused di - include any cost or expense arising out of the rectiy by such upset, overturn or actual, alleged or threatened discharge, dis- damage. CA 99 48 10 13 0 Insurance Services Office, Inc., 2011 Page 1 of 1 COMMERCIAL AUTO vidual named in the Schedule or by his or her spouse while a resident of the same house- hold except: a. Any "auto" owned by that individual or by any member of his or her household. b. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". 2. The following is added to Who Is An In- sured: Any individual named in the Schedule and his or her spouse, while a resident of the same household, are "insureds" while using any covered "auto" described in Paragraph B.1. of this endorsement. C. Changes In Auto Medical Payments And Unin- E. sured And Underinsured Motorists Coverages The following is added to Who Is An Insured: Any individual named in the Schedule and his or her "family members" are "insureds" while "occu- pying" or while a pedestrian when being struck by any "auto" you don't own except: Any "auto" owned by that individual or by any "family member". Changes In Physical Damage Coverage Any private passenger type "auto" you don't own, hire or borrow is a covered "auto" while in the care, custody or control of any individual named in the Schedule or his or her spouse while a resi- dent of the same household except: 1. Any "auto" owned by that individual or by any member of his or her household. 2. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". Additional Definition As used in this endorsement: "Family member" means a person related to the individual named in the Schedule by blood, mar- riage or adoption who is a resident of the individ- ual's household, including a ward or foster child. Page 2 of 2 0 Insurance Services Office, Inc., 2011 CA 99 10 10 13 COMMERCIAL AUTO POLICY NUMBER: 810 -3L404754 -18-26-G ISSUE DATE: 10-01-18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DRIVE OTHER CAR COVERAGE - BROADENED COVERAGE FOR NAMED INDIVIDUALS This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. SCHEDULE LIMITS Liability $ Limits of Insurance as Auto Medical Payments $ stated in Item Two of Uninsured Motorists $ the applicable Coverage Underinsured Motorists $ Part Declarations Auto Medical Uninsured Underinsured Physical Damage Liability Payments Motorists Motorists Comprehensive Collision Name of Individual Premium Premium Premium Premium Deductible Premium Deductible Premium ALEXANDRA JACKSON $161 $2 $22 $INCL $2000 $3 $5000 $22 HAILEY JACKSON $161 $2 $22 $INCL $2000 $3 $5000 $22 AMY JACKSON $161 $2 $22 $INCL $2000 $3 $5000 $22 TROY JACKSON $161 $2 $22 $INCL $2000 $3 $5000 $22 LINDA JACKSON $161 $2 $22 $INCL $2000 $3 $5000 $22 LARRY JACKSON $161 $2 $22 $INCL $2000 $3 $5000 $22 Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Note: When Uninsured Motorists Coverage is provided at limits higher than the basic limits required by a financial responsibility law, Underinsured Motorists Coverage is included, unless otherwise noted. If Underinsured Motor- ists Coverage is provided as a separate coverage, make appropriate entry in the Schedule above. A. This endorsement changes only those coverages B. Changes In Covered Autos Liability Coverage where a premium is shown in the Schedule. 1. Any "auto" you don't own, hire or borrow is a covered "auto" while being used by any indi- CA 99 10 10 13 O Insurance Services Office, Inc., 2011 Page 1 of 2 ganization as an additional insured on this Cover- age Part, provided that the "bodily injury" and "property damage" occurs, and the "personal in- jury" is caused by an offense committed, during the policy period and: COMMERCIAL GENERAL LIABILITY a. After the signing and execution of the contract or agreement by you; and b. While that part of the contractor agreement is in effect. CG D6 04 08 13 ® 2013 The Travelers Indemnity Company. All rights reserved. Page 3 of 3 COMMERCIAL GENERAL LIABILITY 2. The insurance provided to the additional insured by this endorsement is limited as follows: a. If the Limits of Insurance of this Coverage Part shown in the Declarations exceed the minimum limits of liability required by the "written contract requiring insurance", the in- surance provided to the additional insured will be limited to such minimum required limits of liability. For the purposes of determining whether this limitation applies, the minimum limits of liability required by the "written con- tract requiring insurance" will be considered to include the minimum limits of liability of any Umbrella or Excess liability coverage required for the additional insured by that "written con- tract requiring insurance". This endorsement will not increase the limits of insurance de- scribed in Section III — Limits Of Insurance. b. The insurance provided to the additional in- sured does not apply to "bodily injury", "prop- erty damage" or "personal injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or sur- veying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop draw- ings, opinions, reports, surveys, field or- ders or change orders, or the preparing, approving, or failing to prepare or ap- prove, drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities. c. The insurance provided to the additional in- sured does not apply to "bodily injury" or "property damage" caused by "your work" and included in the "products -completed opera- tions hazard" unless the "written contract re- quiring insurance" specifically requires you to provide such coverage for that additional in- sured during the policy period. 3. The insurance provided to the additional insured by this endorsement is excess over any valid and collectible other insurance, whether primary, ex- cess, contingent or on any other basis, that is available to the additional insured. However, if the 'Written contract requiring insurance" specifically requires that this insurance apply on a primary basis or a primary and non-contributory basis, this insurance is primary to other insurance available to the additional insured under which that person or organization qualifies as a named insured, and we will not share with that other insurance. But the insurance provided to the additional insured by this endorsement still is excess over any valid and collectible other insurance, whether primary, excess, contingent or on any other basis, that is available to the additional insured when that per- son or organization is an additional insured, or is any other insured that does not qualify as a named insured, under such other insurance. 4. As a condition of coverage provided to the addi- tional insured by this endorsement: a. The additional insured must give us written notice as soon as practicable of an "occur- rence" or an offense which may result in a claim. To the extent possible, such notice should include: (1) How, when and where the "occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. b. If a claim is made or "suit" is brought against the additional insured, the additional insured must: (1) Immediately record the specifics of the claim or "suit' and the date received; and (2) Notify us as soon as practicable. The additional insured must see to it that we receive written notice of the claim or "suit" as soon as practicable. c. The additional insured must immediately send us copies of all legal papers received in con- nection with the claim or "suit", cooperate with us in the investigation or settlement of the claim or defense against the "suit", and oth- erwise comply with all policy conditions. d. The additional insured must tender the de- fense and indemnity of any claim or "suit" to any provider of other insurance which would cover the additional insured for a loss we cover under this endorsement. However, this condition does not affect whether the insur- ance provided to the additional insured by this endorsement is primary to other insurance available to the additional insured which cov- ers that person or organization as a named insured as described in Paragraph 3. above. 6. The following is added to the DEFINITIONS Sec- tion: eo-tion: "Written contract requiring insurance" means that part of any written contract or agreement under which you are required to include a person or or - Page 2 of 3 ® 2013 The Travelers Indemnity Company. All rights reserved. CG D6 04 08 13 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. The following is added to SECTION II — WHO IS AN INSURED: Any person or organization that: a. You agree in a "written contract requiring in- surance" to include as an additional insured on this Coverage Part; and b. Has not been added as an additional insured for the same project by attachment of an en- dorsement under this Coverage Part which includes such person or organization in the endorsement's schedule; is an insured, but: a. Only with respect to liability for "bodily injury", "property damage" or "personal injury'; and b. Only as described in Paragraph (1), (2) or (3) below, whichever applies: (1) If the "written contract requiring insur- ance" specifically requires you to provide additional insured coverage to that per- son or organization by the use of: (a) The Additional Insured — Owners, Lessees or Contractors — (Form B) endorsement CG 20 10 11 85; or (b) Either or both of the following: the Additional Insured — Owners, Les- sees or Contractors — Scheduled Person Or Organization endorsement CG 20 10 10 01, or the Additional In- sured — Owners, Lessees or Contrac- tors — Completed Operations en- dorsement CG 20 37 10 01; the person or organization is an additional insured only if the injury or damage arises out of "your work" to which the "written contract requiring insurance" applies; (2) If the "written contract requiring insur- ance" specifically requires you to provide additional insured coverage to that per- son or organization by the use of: (a) The Additional Insured — Owners, Lessees or Contractors — Scheduled Person or Organization endorsement CG 20 10 07 04 or CG 20 10 04 13, the Additional Insured — Owners, Lessees or Contractors — Completed Operations endorsement CG 20 37 07 04 or CG 20 37 04 13, or both of such endorsements with either of those edition dates; or (b) Either or both of the following: the Additional Insured — Owners, Les- sees or Contractors — Scheduled Person Or Organization endorsement CG 20 10, or the Additional Insured — Owners, Lessees or Contractors — Completed Operations endorsement CG 20 37, without an edition date of such endorsement specified; the person or organization is an additional insured only if the injury or damage is caused, in whole or in part, by acts or omissions of you or your subcontractor in the performance of "your work" to which the "written contract requiring insurance" applies; or (3) If neither Paragraph (1) nor (2) above ap- plies: (a) The person or organization is an ad- ditional insured only if, and to the ex- tent that, the injury or damage is caused by acts or omissions of you or your subcontractor in the perform- ance of "your work" to which the "writ- ten contract requiring insurance" ap- plies; and (b) The person or organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organi- zation. CG D6 04 08 13 0 2013 The Travelers Indemnity Company. All rights reserved. Page 1 of 3 TPeXaSMutual WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 06 01 EMPLOYERS LIABILITY POLICY Insured copy TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or t organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 30 2. Notice will be mailed to: PER LIST ON FILE This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 10/1/18 at 12:01 a.m. standard time, forms a part of: Policy no. 0001161633 of Texas Mutual Insurance Company effective on 10/1/18 Issued to: JACKSON CONSTRUCTION LTD &Le This is not a bill Authorized representative NCCI Carrier Code: 29939 sns11 a PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 WC 42 06 01 COMMERCIAL GENERAL LIABILITY 1. Any payments made under COVERAGE A. for damages or under COVERAGE C. for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products -Completed Operations Ag- gregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Desig- nated Project General Aggregate Limit. C. Part 2. of SECTION III — LIMITS OF INSURANCE is deleted and replaced by the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. Damages under Coverage B; and b. Damages from "occurrences" under COVERAGE A (SECTION 1) and for all medical expenses caused by accidents under COVERAGE C (SECTION 1) which cannot be attributed only to operations at a single designated "project" shown in the SCHEDULE above. D. When coverage for liability arising out of the "products -completed operations hazard" is pro- vided, any payments for damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard" will reduce the Products -Completed Operations Ag- gregate Limit, and not reduce the General Aggre- gate Limit nor the Designated Project General Aggregate Limit. E. For the purposes of this endorsement the Defini- tions Section is amended by the addition of the following definition: "Project" means an area away from premises owned by or rented to you at which you are per- forming operations pursuant to a contract or agreement. For the purposes of determining the applicable aggregate limit of insurance, each "project" that includes premises involving the same or connecting lots, or premises whose con- nection is interrupted only by a street, roadway, waterway or right-of-way of a railroad shall be considered a single "project". F. The provisions of SECTION III — LIMITS OF INSURANCE not otherwise modified by this en- dorsement shall continue to apply as stipulated. Page 2 of 2 Copyright, The Travelers Indemnity Company, 2004 CG D211 01 04 POLICY NUMBER: DT-CO-3L779865-COF-18 COMMERCIAL GENERAL LIABILITY ISSUE DATE: 10-01-18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY DESIGNATED PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Project(s): EACH nPROJECT" FOR WHICH YOU HAVE AGREED, IN A WRITTEN CONTRACT WHICH IS IN EFFECT DURING THIS POLICY PERIOD, TO PROVIDE A SEPARATE GENERAL AGGREGATE LIMIT; PROVIDED THAT, THE CONTRACT IS SIGNED AND EXECUTED BY YOU BEFORE THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS. A. For.all sums which the insured becomes legally obligated to pay as damages caused by "occur- rences" under COVERAGE A. (SECTION 1), and for all medical expenses caused by accidents un- der COVERAGE C (SECTION 1), which can be attributed only to operations at a single desig- nated "project' shown in the Schedule above: 9 1. A separate Designated Project General Ag- gregate Limit applies to each designated "pro- ject", and that limit is equal to the amount of the General Aggregate Limit shown in the 4. Declarations, unless separate Designated Project General Aggregate(s) are sched- uled above. 2. The Designated Project General Aggregate Limit is the most we will pay for the sum of all damages under COVERAGE A., except damages because of "bodily injury" or "prop- erty damage" included in the "products - completed operations hazard", and for medi- cal expenses under COVERAGE C, regard- less of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". Designated Project General Aggregate(s): GENERAL AGGREGATE LIMIT SHOWN ON THE DECLARATIONS. Any payments made under COVERAGE A. for damages or under COVERAGE C. for medical expenses shall reduce the Desig- nated Project General Aggregate Limit for that designated "project'. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they re- duce any other Designated Project General Aggregate Limit for any other designated "project' shown in the Schedule above. The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated Project General Ag- gregate Limit B. For all sums which the insured becomes legally obligated to pay as damages caused by "occur- rences" under COVERAGE A. (SECTION 1), and for all medical expenses caused by accidents un- der COVERAGE C. (SECTION 1), which cannot be attributed only to operations at a single desig- nated "project' shown in the Schedule above: CG D2 1101 04 Copyright, The Travelers Indemnity Company, 2004 Page 1 of 2 COMMERCIAL GENERAL LIABILITY If the insured has agreed in a contract or agree- ment to waive that insured's right of recovery against any person or organization, we waive our right of recovery against such person or organiza- tion, but only for payments we make because of: a. "Bodily injury" or "property damage" that oc- curs; or b. "Personal injury" or "advertising injury" caused by an offense that is committed; subsequent to the execution of that contract or agreement. M. AMENDED BODILY INJURY DEFINITION The following replaces the definition of "bodily injury" in the DEFINITIONS Section: 3. "Bodily injury" means bodily injury, mental anguish, mental injury, shock, fright, disability, humiliation, sickness or disease sustained by a person, including death resulting from any of these at any time. N. CONTRACTUAL LIABILITY— RAILROADS 1. The following replaces Paragraph c. of the definition of "insured contract" in the DEFINI- TIONS Section: c. Any easement or license agreement; 2. Paragraph f.(1) of the definition of "insured contract" in the DEFINITIONS Section is de- leted. Page 6 of 6 0 2011 The Travelers Indemnity Company. All rights reserved. CG D3 16 11 11 by any ordinance, law or building code to include as an additional insured on this Coverage Part is an insured, but only with respect to liability for "bodily injury", "property damage", "personal in- jury" or "advertising injury" arising out of such op- erations. The insurance provided to such state or political subdivision does not apply to: a. Any "bodily injury," "property damage," "per- sonal injury" or "advertising injury" arising out of operations performed for that state or po- litical subdivision; or b. Any "bodily injury" or "property damage" in- cluded in the "products -completed operations hazard". J. KNOWLEDGE AND NOTICE OF OCCUR- RENCE OR OFFENSE The following is added to Paragraph 2., Duties In The Event of Occurrence, Offense, Claim or Suit, of SECTION IV — COMMERCIAL GEN- ERAL LIABILITY CONDITIONS: e. The following provisions apply to Paragraph a. above, but only for the purposes of the in- surance provided under this Coverage Part to you or any insured listed in Paragraph 1. or 2. of Section II — Who Is An Insured: (1) Notice to us of such "occurrence" or of- fense must be given as soon as practica- ble only after the "occurrence" or offense is known by you (if you are an individual), any of your partners or members who is an individual (if you are a partnership or joint venture), any of your managers who is an individual (if you are a limited liability company), any of your "executive offi- cers" or directors (if you are an organiza- tion other than a partnership, joint venture or limited liability company) or any "em- ployee" authorized by you to give notice of an "occurrence" or offense. (2) If you are a partnership, joint venture or limited liability company, and none of your partners, joint venture members or man- agers are individuals, notice to us of such "occurrence" or offense must be given as soon as practicable only after the "occur- rence" or offense is known by: COMMERCIAL GENERAL LIABILITY (ii) A manager of any limited liability company; or (iii) An executive officer or director of any other organization; that is your partner, joint venture member or manager; or (b) Any "employee" authorized by such partnership, joint venture, limited li- ability company or other organization to give notice of an "occurrence" or offense. (3) Notice to us of such "occurrence" or of an offense will be deemed to be given as soon as practicable if it is given in good faith as soon as practicable to your work- ers' compensation insurer. This applies only if you subsequently give notice to us of the "occurrence" or offense as soon as practicable after any of the persons de- scribed in Paragraphs e. (1) or (2) above discovers that the "occurrence" or offense may result in sums to which the insurance provided under this Coverage Part may apply. However, if this Coverage Part includes an en- dorsement that provides limited coverage for "bodily injury" or "property damage" or pollution costs arising out of a discharge, release or es- cape of "pollutants" which contains a requirement that the discharge, release or escape of "pollut- ants" must be reported to us within a specific number of days after its abrupt commencement, this Paragraph e. does not affect that require- ment. K. UNINTENTIONAL OMISSION The following is added to Paragraph 6., Repre- sentations, of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: The unintentional omission of, or unintentional error in, any information provided by you which we relied upon in issuing this policy will not preju- dice your rights under this insurance. However, this provision does not affect our right to collect additional premium or to exercise our rights of cancellation or nonrenewal in accordance with applicable insurance laws or regulations. L. BLANKET WAIVER OF SUBROGATION (a) Any individual who is: The following is added to Paragraph 8., Transfer (i) A partner or member of any part- Of Rights Of Recovery Against Others To Us, nership or joint venture; of SECTION IV — COMMERCIAL GENERAL LI- ABILITY CONDITIONS: CG D3 16 11 11 0 2011 The Travelers Indemnity Company. All rights reserved. Page 5 of 6 COMMERCIAL GENERAL LIABILITY G. BLANKET ADDITIONAL INSURED — OWNERS, H. BLANKET ADDITIONAL INSURED — LESSORS MANAGERS OR LESSORS OF PREMISES OF LEASED EQUIPMENT The following is added to SECTION II — WHO IS The following is added to SECTION II — WHO IS AN INSURED: AN INSURED: Any person or organization that is a premises Any person or organization that is an equipment owner, manager or lessor and that you have lessor and that you have agreed in a written con - agreed in a written contract or agreement to in- tract or agreement to include as an insured on clude as an additional insured on this Coverage this Coverage Part is an insured, but only with re - Part is an insured, but only with respect to liability spect to liability for "bodily injury", "property dam - for "bodily Injury', property damage"personal , age", "personal injury" or "advertising injury" that: „ injury" or' advertising injurythat: a. Is "bodily injury" or "property damage" that a. Is "bodily injury" or "property damage" that "personal "advertising occurs, or is "personal injury" or "advertising occurs, or is injury" or injury" caused by an offense that is commit- injury' caused by an offense that is commit- ted, subsequent to the execution of that con- ted, subsequent the execution of that con- tract or agreement; and tract or agreementt;; and b. Arises out of the ownership, maintenance or b. Is caused, in whole or in part, by your acts or use of that part of any premises leased to omissions in the maintenance, operation or use of equipment leased to you by such you. equipment lessor. The insurance provided to such premises owner, The insurance provided to such equipment lessor manager or lessor is subject to the following pro- is subject to the following provisions: visions: a. The limits of insurance provided to such a. The limits of insurance provided to such equipment lessor will be the minimum limits premises owner, manager or lessor will be which you agreed to provide in the written the minimum limits which you agreed to pro- contract or agreement, or the limits shown on vide in the written contract or agreement, or the Declarations, Whichever are less. the limits shown on the Declarations, which- ever are less. b. The insurance provided to such equipment lessor does not apply to any "bodily injury" or b. The insurance provided to such premises property damage" that occurs, or personal owner, manager or lessor does not apply to: injury" or "advertising injury" caused by an of - (1) Any "bodily injury" or "property damage" fense that is committed, after the equipment that occurs, or "personal injury" or "adver- lease expires. tising injury" caused by an offense that is c. The insurance provided to such equipment committed, after you cease to be a tenant lessor is excess over any valid and collectible in that premises; or other insurance available to such equipment (2) Structural alterations, new construction or lessor, whether primary, excess, contingent demolition operations performed by or on or on any other basis, unless you have behalf of such premises owner, lessor or agreed in the written contract or agreement manager. that this insurance must be primary to, or c. The insurance provided to such premises non-contributory with, such other insurance, owner, manager or lessor is excess over any in which case this insurance will be primary valid and collectible other insurance available to, and non-contributory with, such other in- to such premises owner, manager or lessor, surance. whether primary, excess, contingent or on I. BLANKET ADDITIONAL INSURED — STATES any other basis, unless you have agreed in OR POLITICAL SUBDIVISIONS — PERMITS the written contract or agreement that this in - The following is added to SECTION II —WHO IS surance must be primary to, or non- AN INSURED: contributory with, such other insurance, in which case this insurance will be primary to, Any state or political subdivision that has issued a and non-contributory with, such other insur- permit in connection with operations performed by ance. you or on your behalf and that you are required Page 4 of 6 ® 2011 The Travelers Indemnity Company. All rights reserved. CG D3 16 11 11 3. The following is added to Paragraph 5. of SECTION III — LIMITS OF INSURANCE: For the purposes of determining the applica- ble Each Occurrence Limit, all related acts or omissions committed in providing or failing to provide "incidental medical services", first aid or "Good Samaritan services" to any one per- son will be deemed to be one "occurrence". 4. The following, exclusion is added to Para- graph 2., Exclusions, of SECTION I — COV- ERAGES — COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY: Sale Of Pharmaceuticals "Bodily injury" or "property damage" arising out of the willful violation of a penal statute or ordinance relating to the sale of pharmaceuti- cals committed by, or with the knowledge or consent of, the insured. 5. The following is added to the DEFINITIONS Section: "Incidental medical services" means: a. Medical, surgical, dental, laboratory, x-ray or nursing service or treatment, advice or instruction, or the related furnishing of food or beverages; or b. The furnishing or dispensing of drugs or medical, dental, or surgical supplies or appliances. "Good Samaritan services" means any emer- gency medical services for which no compen- sation is demanded or received. 6. The following is added to Paragraph 4.b., Ex- cess Insurance, of SECTION IV — COM- MERCIAL GENERAL LIABILITY CONDI- TIONS: The insurance is excess over any valid and collectible other insurance available to the in- sured, whether primary, excess, contingent or on any other basis, that is available to any of your "employees" or "volunteer workers" for "bodily injury" that arises out of providing or failing to provide "incidental medical ser- vices", first aid or "Good Samaritan services" to any person to the extent not subject to Paragraph 2.a.(1) of Section II — Who Is An Insured. E. WHO IS AN INSURED — NEWLY ACQUIRED OR FORMED ORGANIZATIONS The following replaces Paragraph 4. of SECTION II — WHO IS AN INSURED: COMMERCIAL GENERAL LIABILITY 4. Any organization you newly acquire or form, other than a partnership, joint venture or lim- ited liability company, of which you are the sole owner or in which you maintain the ma- jority ownership interest, will qualify as a Named Insured if there is no other insurance which provides similar coverage to that or- ganization. However: a. Coverage under this provision is afforded only: (1) Until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier, if you do not report such organization in writing to us within 180 days after you acquire or form it; or (2) Until the end of the policy period, when that date is later than 180 days after you acquire or form such organization, if you report such organization in writing to us within 180 days after you acquire or form it, and we agree in writing that it will con- tinue to be a Named Insured until the end of the policy period; b. Coverage A does not apply to "bodily injury" or 'property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to 'personal in- jury" or "advertising injury" arising out of an offense committed before you acquired or formed the organization. F. WHO IS AN INSURED — BROADENED NAMED INSURED — UNNAMED SUBSIDIARIES The following is added to SECTION II — WHO IS AN INSURED: Any of your subsidiaries, other than a partnership, joint venture or limited liability company, that. is not shown as a Named Insured in the Declara- tions is a Named Insured if you maintain an own- ership interest of more than 50% in such subsidi- ary on the first day of the policy period. No such subsidiary is an insured for "bodily injury" or 'property damage" that occurred, or 'personal injury" or "advertising injury" caused by an of- fense committed after the date, if any, during the policy period, that you no longer maintain an ownership interest of more than 50% in such sub- sidiary. CG D3 16 11 11 0 2011 The Travelers Indemnity Company. All rights reserved. Page 3 of 6 COMMERCIAL GENERAL LIABILITY 3. The following replaces Paragraph 6. of SEC- TION III — LIMITS OF INSURANCE: Subject to 5. above, the Damage To Prem- ises Rented To You Limit is the most we will pay under Coverage A for damages because of "premises damage" to any one premises. The Damage To Premises Rented To You Limit will apply to all "property damage" proximately caused by the same "occur- rence", whether such damage results from: fire; explosion; lightning; smoke resulting from such fire, explosion, or lightning; or water; or any combination of any of these causes. The Damage To Premises Rented To You Limit will be: a. The amount shown for the Damage To Premises Rented To You Limit on the Declarations of this Coverage Part; or b. $300,000 if no amount is shown for the Damage To Premises Rented To You Limit on the Declarations of this Coverage Part. 4. The following replaces Paragraph a. of the definition of "insured contract' in the DEFINI- TIONS Section: a. A contract for a lease of premises. How- ever, that portion of the contract for a lease of premises that indemnifies any person or organization for "premises damage" is not an "insured contract"; 5. The following is added to the DEFINITIONS Section: "Premises damage" means "property dam- age" to: a. Any premises while rented to you or tem- porarily occupied by you with permission of the owner; or b. The contents of any premises while such premises is rented to you, if you rent such premises for a period of seven or fewer consecutive days. 6. The following replaces Paragraph 4.b.(1)(b) of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: (b) That is insurance for "premises damage'; or 7. Paragraph 4.b.(1)(c) of SECTION IV — COMMERCIAL GENERAL LIABILITY COW DITIONS is deleted. C. INCREASED SUPPLEMENTARY PAYMENTS 1. The following replaces Paragraph 1.b. of SUPPLEMENTARY PAYMENTS — COVER- AGES A AND B of SECTION I — COVER- AGE: b. Up to $2,500 for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to fur- nish these bonds. 2. The following replaces Paragraph 1.d. of SUPPLEMENTARY PAYMENTS — COVER- AGES A AND B of SECTION I — COVER- AGES: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. D. INCIDENTAL MEDICAL MALPRACTICE 1. The following is added to the definition of "oc- currence" in the DEFINITIONS Section: "Occurrence" also means an act or omission committed in providing or failing to provide "incidental medical services", first aid or "Good Samaritan services" to a person. 2. The following is added to Paragraph 2.a.(1) of SECTION II — WHO IS AN INSURED: Paragraph (1)(d) above does not apply to "bodily injury" arising out of providing or fail- ing to provide: (i) "Incidental medical services" by any of your "employees" who is a nurse practi- tioner, registered nurse, licensed practical nurse, nurse assistant, emergency medi- cal technician or paramedic; or (ii) First aid or "Good Samaritan services" by any of your "employees" or "volunteer workers", other than an employed or vol- unteer doctor. Any such "employees" or "volunteer workers" providing or failing to provide first aid or "Good Samaritan ser- vices" during their work hours for you will be deemed to be acting within the scope of their employment by you or performing duties related to the conduct of your busi- ness. Page 2 of 6 0 2011 The Travelers Indemnity Company. All rights reserved. CG D3 16 11 11 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS XTEND ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. Aircraft Chartered With Pilot B. Damage To Premises Rented To You C. Increased Supplementary Payments D. Incidental Medical Malpractice E. Who Is An Insured — Newly Acquired Or Formed Organizations F. Who Is An Insured — Broadened Named Insured — Unnamed Subsidiaries G. Blanket Additional Insured — Owners, Managers Or Lessors Of Premises PROVISIONS A. AIRCRAFT CHARTERED WITH PILOT The following is added to Exclusion g., Aircraft, Auto Or Watercraft, in Paragraph 2. of SECTION I — COVERAGES — COVERAGE A BODILY IN- JURY AND PROPERTY DAMAGE LIABILITY: This exclusion does not apply to an aircraft that is: (a) Chartered with a pilot to any insured; (b) Not owned by any insured; and (c) Not being used to carry any person or prop- erty for a charge. B. DAMAGE TO PREMISES RENTED TO YOU 1. The first paragraph of the exceptions in Ex- clusion j., Damage To Property, in Para- graph 2. of SECTION I — COVERAGES — COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY is deleted. 2. The following replaces the last paragraph of Paragraph 2., Exclusions, of SECTION I — COVERAGES — COVERAGE A. BODILY H. Blanket Additional Insured — Lessors Of Leased Equipment I. Blanket Additional Insured — States Or Political Subdivisions — Permits J. Knowledge And Notice Of Occurrence Or Offense K. Unintentional Omission L. Blanket Waiver Of Subrogation M. Amended Bodily Injury Definition N. Contractual Liability— Railroads INJURY AND PROPERTY DAMAGE LI- ABILITY: Exclusions c. and g. through n. do not apply to "premises damage". Exclusion f.(1)(a) does not apply to "premises damage" caused by: a. Fire; b. Explosion; c. Lightning; d. Smoke resulting from such fire, explosion, or lightning; or e. Water: unless Exclusion f. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by another endorsement to this Coverage Part that has Exclusion — All Pollu- tion Injury Or Damage or Total Pollution Ex- clusion in its title. A separate limit of insurance applies to "premises damage" as described in Para- graph 6. of SECTION III — LIMITS OF IN- SURANCE. CG D3 16 11 11 0 2011 The Travelers Indemnity Company. All rights reserved. Page 1 of 6 aw jw Im pff on pm m on STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: FebnayZ 2016 STANDARD GENERAL CONDITIONS OF THE _ CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms............................................................................................................................... I r+ 1.02 Terminology..................................................................................................................................6 Article2 — Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents.................................................................................................................... 7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 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 I A Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points........................................................................................................... I I 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 Article5 — 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 R 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: Feb uary2,2016 ma +� Article 7 - 6.02 Labor; Working Hours................................................................................................................20 7.01 i 6.03 . Services, Materials, and Equipment........................................................................................... 20 6.04 Project Schedule..........................................................................................................................21 Article 8 - 6.05 Substitutes and "Or-Equals"....................................................................................................... 21 Communications to Contractor...................................................................................................36 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 Furnish Data................................................................................................................................36 6.07 Wage Rates..................................................................................................................................25 8.04 6.08 Patent Fees and Royalties........................................................................................................... 26 �. 6.09 Permits and Utilities....................................................................................................................27 Inspections, Tests, and Approvals..............................................................................................36 6.10 Laws and Regulations.................................................................................................................27 37 8.08 6.11 Taxes...........................................................................................................................................28 8.09 Compliance with Safety Program............................................................................................... 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 w 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 i 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 i 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 No Article 9 - City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site................................................................................................................................37 ian.................................................................................................. 9.03 Authorized Variations in Work 38 . 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnimy 2, 2016 Re Article 10 - Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes 1n 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 PO 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 PW Article 12 - Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 PO 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 R 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 pq CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febtu uy2,2016 ON Article17 — Miscellaneous.............................................................................................................................. 62 i 17.01 Giving Notice.............................................................................................................................. 62 17.02 Computation of Times................................................................................................................ 62 17.03 Cumulative Remedies................................................................................................................. 62 17.04 Survival of Obligations............................................................................................................... 63 im ft on an am i i it �F 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felauary2,2016 007200-1 GENERAL CONDITIONS Pagel of 63 ARTICLE 1– DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms _ A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda --:-Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. _ 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be _ accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award– Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the _ prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw – 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: Febnmry2,2016 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 Attorney – The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of n 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: Febnoy2,2016 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 Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department T of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. T 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: Febiiacy 2, 2016 00 72 00 -1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements—Sections of Division 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. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. y 43. Liens --Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item – An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to 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: Felniary2,2016 00 72 00 -1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53. Project Manager—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting – An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours – Hours beginning at 7:00 am. 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 filrnished 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) T 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: Febmary2,2016 007200-1 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. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. _ 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, w steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. v 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 am. and ending at 5:00 p.m , Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all _. materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 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 of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the _ Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. 'F CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fe6mary2,2016 007200-1 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: February 2, 2016 007200-1 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 Reference to standards, specifications, manuals, or codes of any technical society, _ organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febniary2,2016 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: FebniW2,2016 007200-1 GENERAL CONDITIONS Page 11 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; r 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: Febmary2,2016 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or _ contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or v 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: Febnkuy2,2016 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated.• The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and — d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. ! B. Not Shown or Indicated - 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or - locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full w 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. i 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: -� I. 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: Febmary2,2016 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: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with �. such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions — under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work -- performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous - Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnimy 2, 2016 007200-1 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 R 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: Fetauary2,2016 00 72 00 -1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the _ Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess _ Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall — state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In — CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: FebmW2,2016 00 7200 -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 R incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such y 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 a 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: Febmaty2,2016 007200-1 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 Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing rt within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting — such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 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. i i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fetxu uy2,2016 i 007200-1 GENERAL CONDITIONS — Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be T 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: Felauary2,2016 00 72 00 -1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items.- a. tems: a. If in City's sole discretion an item of material or equipment proposed by Contractor does R 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 0125 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: 4W 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: Felniary2,2016 007200-1 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. Y B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. �. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the 4 provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febniary2,2016 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the _ value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether _ initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those _ acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CPITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fe6mary2,2016 i 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity = any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of _ Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an } appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the _ rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. - C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febtuary 2, 2016 00 7200 -1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the - City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. - E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felxu uy 2, 2016 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution _ of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: — 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not _ limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 00 7200 -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/taxfonns/93-fonns.html 4 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: Febnmry 2, 2016 00 72 00 -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 indemni)� and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. , B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City _ deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall. be deducted from the monies due or to become due to the Contractor. _ D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. r 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 r 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: Feetauary 2, 2016 00 72 00 -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: Febmary2,2016 007200-1 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: Febmary 2, 2016 007200-1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the 'Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each - such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnwy2,2016 00 72 00 -1 GENERAL CONDITIONS .. Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall 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 PART, BY ANY ACT, OMI ION 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: Felauary2,2016 00 72 00 -1 GENERAL CONDITIONS Page 34 of 63 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 k 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: Febnmy 2, 2016 007200-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. _ C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project _ receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility _ owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of _ others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with -- Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felauary2,2016 007200-1 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 i 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: Fe6mary2,2016 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 F 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 ION >, 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: Febmary2,2016 .r 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed.- City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febniary 2, 2016 007200-1 GENERAL CONDITIONS — Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract _ Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work.actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, T 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: February 2,2016 00 72 00 -1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. _ B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City t 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). T C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Feingary2,2016 007200-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. _ E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to _ Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.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: Fehmary2,2016 007200-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to _ City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall -- be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. - 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, t less market value, of such items used but not consumed which remain the property of Contractor. y c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmy2,2016 00 72 00 -1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.0I.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. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.0l.A and 11.013, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all ! allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmy2,2016 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. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted.- 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. T 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. I. 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: Febnmy 2, 2016 00 72 00 -1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request *' an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are R 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: Febuary2,2016 007200-1 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.B.2, on the _ basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01 .C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.6.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 007200-1 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 11.0l.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 I1.0l.A.6, and 11.013; d. the amount of credit to be allowed by Contractor to City for any change which results in ~ a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or _ claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time T 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: Fehnimy2,2016 i 00 72 00 -1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felnjary2,2016 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 claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all _ costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials _ or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmry2,2016 007200-1 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 after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or -not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnjmy2,2016 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. _ D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to _ accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to r accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow' City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Feebuary2,2016 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 Y 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 i Contract Documents. CPITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Feb uary2,2016 00 72 00 -1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. _ 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, _ the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). _ 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor _ to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently _ discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; _ b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: FebnjW2,2016 00 72 00 -1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: I. 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 i 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. i 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: Febnmy2,2016 00 72 00 -1 GENERAL CONDITIONS -- Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: t 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: Febmary2,2016 00 7200 -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. T 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon - receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febn y 2, 2016 r.. 007200-1 GENERAL CONDITIONS -- Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract 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. T An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION . 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered _ by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not } available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnary2,2016 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 #20020-12-201lestablished under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or u 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: Febmazy2,2016 007200-1 GENERAL CONDITIONS -� Page 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: Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience R 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; w 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmry2,2016 00 72 00 -1 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 termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; _ 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection v 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 T mediation shall be submitted to the other parry to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: _ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 00 72 00 -1 -' GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents 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: Febnuary2,2016 00 72 00 -1 GENERAL CONDITIONS — Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 00 sw CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felxu iry2,2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 7 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC -1.01 "Defined Terms" The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC -3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC -4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC -4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of May 2018 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION Tract 2, LRM-PTM Partners, Plat estimated to be 1 Bonds Ranch Marketplace finalized before Bid Opening CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 22, 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PARCEL OWNER NUMBER 2 Tract 1, LRM-PTM Partners 3 HEB Grocery Company 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 7 TARGET DATE OF POSSESSION Plat estimated to be finalized before Bid Opening March 2018 PUA is Executed The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC -4.01A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of May 2018 EXPECTED UTILITY AND LOCATION OWNER TARGET DATE OF ADJUSTMENT AT&T Along the southside of Bonds Ranch the length of the project limits. Currently overhead fiber optic. Will be Estimated to be completed relocated to underground the length of the project by September 2018 limits. Oncor Along the southside of Bonds Ranch the length of the Estimated to be completed project limits. Overhead electric will be relocated to the by September 2018 edge of proposed HEB ROW. Century Link Along the northside of Bonds Ranch the length of the project limits. The undergound fiber optic line will need to be relocated or adjusted to avoid storm drain. The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC -4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Geotechnical Report No. 103-17-250, dated June 2017, prepared by CMJ Engineering, Inc a sub - consultant of Kimley-Horn and Associates, Inc, a consultant of the City, providing additional information on soil conditions and pavement recommendations. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: OM CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 22, 2016 ow 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 7 None SC -4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC -5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: Kimley-Horn and Associates, Inc (3) Other: SC -5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC -5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC -5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease -policy limit SC -5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC -5.0413. Contractor's Liability Insurance under Paragraph GC -5.04B., which shall be on a per project basis covering the Contractor with minimum limits of - $1,000,000 f $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC -5.04C. Contractor's Liability Insurance under Paragraph GC -5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 22, 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 7 $500,000 Bodily Injury per accident/ $100,000 Property Damage SC -5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks: None The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.041) of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract $Confirm Limits with Railroad $Confirm Limits with Railroad X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of-way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at - grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 22, 2016 pa as 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 7 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC -6.04., "Project Schedule" Project schedule shall be tier 5 for the project. SC -6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevailing Wage Rates httus://proieetpoint.buzzsaw.com/fortworthgov/Resources/02%20- %20Construction%2ODocuments/Specifications/Div%2000-General%2OConditions?public SC -6.09., "Permits and Utilities" SC -6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: None SC -6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: None SC -6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of May 2018 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION I =*V SC -6.24B., "Title VI, Civil Rights Act of 1964 as amended" During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shue Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 22, 20I6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 7 participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4. Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the City, or the Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to: a. withholding of payments to the Contractor under the Contract until the Contractor complies, and/or b. cancellation, termination or suspension of the Contract, in whole or in part. 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City or the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. SC -7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor cope of Work Fcoordination Authority None SC -8.01, "Communications to Contractor" None SC -9.01., "City's Project Manager" CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 22, 2016 a dft 007300-7 SUPPLEMENTARY CONDITIONS Page 7 of 7 1 2 The City's Project Manager for this Contract is Clint Hoover or his/her successor pursuant to written 3 notification from the Director of Transportation and Public Works. 4 5 SC -13.03C., "Tests and Inspections" 6 None 7 8 SC -16.01C.1, "Methods and Procedures" 9 None 10 11 12 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 22, 2016 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 SUMMARY OF WORK Pagel of 3 5 A. Section Includes: 6 1. Summary of Work to be performed 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 01 1100-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 01 1100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL 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 12 13 wa END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 012500-1 SUBSTITUTION PROCEDURES Pagel of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- 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 performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor i— 11 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 1— 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 ,� Revised July 1, 2011 012500-2 SUBSTITUTION PROCEDURES Page of 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) Product experience 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 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 ti 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 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 i 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 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm _ Address Date Telephone For Use by City: Approved City Recommended _ Recommended _ Not recommended _Received late By Date Remarks Date Rejected CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 013119-1 PRECONSTRUCTION MEETING Pagel of 3 1 SECTION 013119 " 2 PRECONSTRUCTION MEETING _ 3 PART1- 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: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract z 12 2. Division 1— 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised August 17, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 i 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 10I009 Revised August 17, 2012 .� 0131 19-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL 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 i 13 i Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 w Revised August 17, 2012 013120-1 PROJECT MEETINGS Pagel of 3 1 SECTION 013120 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. v 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. Y 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. t 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 _ Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 013120-2 PROJECT MEETINGS Page 2 of 3 b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off-site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period L Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request p. Review status of Requests for Information i i CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 ..� 013120-3 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 23 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE y„ Pagel of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements -- 15 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 i` 32 interconnection to anothC, govc�����,ental c,�tity 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shue Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 0132 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. 11 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shue Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified in this 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 for 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 013216-4 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 determine 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 format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 i 013216-5 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 17 18 END OF SECTION Revision Log I DATE NAME SUNUgARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 OR 27 28 29 30 31 y 32 33 013233-1 PRECONSTRUCTION VIDEO Pagel of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July I, 2011 I PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 4 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 r Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1; 2011 R 013300-1 SUBMITTALS Pagel 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 - 11 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 013300-2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9 -character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A -Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 'h inches x 11 inches to 8 % inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 w i 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification Y 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) T 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 1. 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 013300-4 SUBMITTALS Page 4 of 8 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 11) 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: 11 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 1. 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 20I2 C7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 _ 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) 'NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 013300-6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) 'NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered 'Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 i 013300-7 SUBMITTALS Page 7 of 8 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 11 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 SUBMITTALSANFORMATIONAL 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 5 013300-8 SUBMITTALS Page 8 of 8 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 013513-1 SPECIAL PROJECT PROCEDURES Pagel of 8 SECTION 0135 13 SPECIAL PROJECT PROCEDURES A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. 2. Railroad Flagmen CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 0135 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. iIfW=RD1yX R01►[41*i 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines. 21 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 22 Specification 23 1.4 ADNIINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation (TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines (more than 600 volts measured between 35 conductors or between a conductor and the ground) shall be in accordance with 36 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage -type of guard about the boom or arm 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 ,� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1. General a. Observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. 2. Watch Days a. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. 2) However, the Contractor may begin work prior to 10:00 a.m. if- a) £a) Use of motorized equipment is less than 1 hour, or b) If equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. E. TCEQ Air Permit 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. F. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 013 1 13 G. Water Department Coordination CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. H. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. I. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 r 42 43 44 0135 13-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. J. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. K. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates £ Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. L. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. M. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 20I2 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 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] i 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 0135 13-7 SPECIAL PROJECT PROCEDURES w Page 7 of 8 0 CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 GR Revised December 20, 2012 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 # 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 A 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 ' 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 �* 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 �w 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 0 CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 GR Revised December 20, 2012 1 2 3 4 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B FORT WORTH i i Date: DOE HO. XXXX Project Hama: 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 CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 014523-1 TESTING AND INSPECTION SERVICES Pagel of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1- 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. LJ 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 014523-2 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 1 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 29 30 END OF SECTION Revision Log DATE NAME SUMNIARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 _ 015000-1 TEMPORARY FACILITIES AND CONTROLS Pagel 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 11 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 1 — 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 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 015000-2 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 rates. 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 11 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 �, 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 1 3.1 1. Contractor is responsible for maintaining dust control through the duration of the 2 3.2 project. — 3 3.3 a. Contractor remains on-call at all times 4 3.4 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 3.5 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALSIINFORMATIONAL 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] i 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 an Revised July 1, 2011 015000-4 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 8 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 - Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 - General Requirements 15 3. Section 34 71 13 - Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. - 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. _ 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 015526-2 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 SUBMITTALSIINFORMATIONAL 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 [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 r. 1% 2 pa M on W a am MR PR 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 1 1% 2 pa M on W a am MR PR 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 015713-1 STORM WATER POLLUTION PREVENTION Pagel of 3 1 SECTION 015713 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 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 3125 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 Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT Y 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 i 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 3125 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 TXR150000 11 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 3125 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 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP T 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 0133 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 i 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 i 12 PART 3 - EXECUTION [NOT USED] 13 14 15 M END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 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 SUBMITTALSANFORMATIONAL 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] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 M END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 i 1 2 3 PART1- GENERAL SECTION 0158 13 TEMPORARY PROJECT SIGNAGE 015813-1 TEMPORARY PROJECT SIGNAGE Paget of3 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 [OR] OWNER-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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July I, 2011 30 31 END OF SECTION CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 m.. 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4 -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] 4 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 [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 31 END OF SECTION CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 m.. I" 1 PW M 2 M M wr AR 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0160 00 PRODUCT REQUIREMENTS 016000-1 PRODUCT REQUIREMENTS Pagel oft 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 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 A. A list of City approved products for use is located on Buzzsaw as follows: 1. Resources\02 - Construction Documents\Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 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 8 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 _ 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of4 1 SECTION 0166 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] 4 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] y 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 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 B. 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 11 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 w M 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 1 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 w 017000-1 MOBILIZATION AND REMOBILIZATION Pagel of4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 M 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shue Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised November 22, 2016 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 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 11 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 18 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 1) 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised November 22, 2016 i 017000-3 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 1.1.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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised November 22, 2016 017000-4 MOBILIZATION AND REMOBILIZATION 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 9 Revision Log DATE NAME SUNMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised November 22, 2016 017123-1 CONSTRUCTION STAKING AND SURVEY Pagel of 8 1 SECTION 017123 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 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 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 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 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 0133 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 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 01 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. Y 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 14, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 14, 2018 i w 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as -built survey including the elevation and 2 location (and provide written documentation to the City) of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults (All sizes) 10 d) Fire hydrants 11 e) Valves (gate, butterfly, etc.) 12 f) Air Release valves (Manhole rim and vent pipe) 13 g) Blow off valves (Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater — Not Applicable 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY aimin 7\11'48 1-1113_11X*0 29 A. A construction survey will produce, but will not be limited to: 30 1. Recovery of relevant control points, points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations (benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities, easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 35 areas, utilities, streets, highways, tunnels, and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing, when required by the client, indicating the horizontal and vertical 38 location of facilities, easements and improvements, as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent (817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD (.dwg) 44 b. ESRI Shapefile (.shp) CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shue Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3 - EXECUTION 6 3.1 INSTALLERS 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 A. Tolerances: 1. The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specked locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specked location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 14, 2018 C� 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR /RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City, the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey "Field Check" of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD [OR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survey Check at any time deemed 23 necessary. 24 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUN WARY 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 OM CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised February 14, 2018 ,� FORTWORTH, Section 017123.01 - Attachment A Survey Staking Standards February 2017 K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 1 of 23 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, LL adherence to the TXDOT Survey .Manual shall he followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.ov/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 T VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets — X. As -built Survey K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 23 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 ki POTABLE WATER 21" long GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER Water-based IRRIGATION AND RECLAIMED WATER 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 w K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 3 of 23 IV. Survey Equipment, Control, and Datum Standards M M M A. City Benchmarks All city bgnchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ i Look for'Zoning Maps'. Under'Layers' , expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. _ It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. _ II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or _ anything that needs vertical grading with a tolerance of 0.25' or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi-permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. _ II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 4 of 23 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. Proiected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert—Conformal—Conic Fa Ise_Easting: 1968500.00000000 False—Northing: 6561666.66666667 Central Meridian: -98.50000000 Standard—Parallel-1: 32.13333333 Standard—Parallel-2: 33.96666667 Latitude—of—Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS—North—American-1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format txt csv dwg job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234—As-built of Water on Main Street Grid NAD83 TXSP 4202.csv File 2: C1234—As-built of Water on Main Street—Project Specific Datum.csv K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 23 so Example Control Stakes z w W F- m n - LL- Q F w F - _ w � 0 m a C� � CO J n J U LL. W Wry �- m 12� X Q m Z y W :Dp p O tZ o w 1016 EL.= 100.0( so CP #1 � 111 N=5000.00 E=5000.00 Ow Mw OM m ohs 4m PM n go i K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 FM 23.16.01 -Attachment A_Survey Staking Standards.docx Page 6 of 23 i z w W F- m YC LL- Q F w F - _ z - 0 Q w d C� I r CO J J U LL. W Wry �- m 12� X Q z O :Dp m 0 LLJ Of ry Q CP #1 � 111 N=5000.00 E=5000.00 Ow Mw OM m ohs 4m PM n go i K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 FM 23.16.01 -Attachment A_Survey Staking Standards.docx Page 6 of 23 i V. Water Staking Standards A. Centerline Staking — Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 7 of 23 Example Water Stakes 0i w C6 w N W (' LLJ WF -d Z D�US 0 ¢7' 0/S W/L w STA -1+72-81 C-3.81 W I � 3 LL G V) Y < � ,an .. a- 1o1.16' mw 0 v g� a� w' 2 N r o rz- d N o S^' Y w N r- >- z Z 0 a 7' 0/S W/L C-3.62 LL- �m LLJ ZW aha w 0i w C6 w N W (' LLJ WF -d Z D�US 0 ¢7' 0/S W/L w STA -1+72-81 C-3.81 W I � 3 LL G V) Y < � ,an .. a- 1o1.16' mw 0 v K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div OS -General Requirements\0171 23.16.01 -Attachment A_Survey Staking Standards.docx Page 8 of 23 r o rz- S^' Y U �m w 'CC 0 LL w 1 ma w o o o D _ w w �= Z z N U � w� C 3 �i ILLI HO F Z �� W 11 �0 � _if Z p W Q r..) i~i�1 O Bo 7�yar� 0 U d 0/S W/L sra=a+aa C -3.7S ~ LL LL o LL LL) 0 W -j L/ Y -cc id1n W 4 10/B - 100 0 OC]W w Nzz -j m '� qqqqq��� �¢3F 0 x aw$ v a w mm4 2 m x Z K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div OS -General Requirements\0171 23.16.01 -Attachment A_Survey Staking Standards.docx Page 8 of 23 VI. Sanitary Sewer Staking A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against -the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking— Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval 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 - K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 9 of 23 Example Sanitary Sewer Stakes q- SS 13TA-3+71m I �,&O C -tom �? C -AK r C -Q - 7H bF N 111 m O O K 3D 0 Iavi C -3K �z C-3� �Qa. d=$� �toz �1 �Y. W < Y F Fy WW! 2 mm r- 7 O z LLI z LU y Lj r_. --7- t- V% W :0 SiA-0+00 z C WFX: W "2x O_ aye] Icy- 9 a Z l�J y O c < LL N - �F �� Y �F W OC to h Q U m F� J i"in J-- dp W a F� Z. 0V, • W F b W� 4 F�'c O6b - _ _. a GC 6 �z TQ Cm I 3 �wz C-5 in C-5 Ft0 MO z W O D 1,4 m Oa;�s ( aW-J � J WW J 2 m z _ W •' CL �z LJ Z 0 (9 J 2 Example Sanitary Sewer Stakes q- SS 13TA-3+71m I �,&O C -tom �? C -AK r C -Q - 7H bF N 111 m O O K 3D 0 Iavi C -3K �z C-3� �Qa. d=$� �toz �1 �Y. W < Y F Fy WW! 2 mm r- 7 O z LLI z M:) 7 O 2 � U K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 10 of 23 r•+ 1R m pm w i mo LU y W 7❑ Q12' --7- t- V% W x SiA-0+00 z C WFX: W "2x O_ aye] aY CD PC 9 a Z � O� y O c W LL N 1.L1 �F �� O -,- (n a!y]W r UW OC to h Q U m M:) 7 O 2 � U K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 10 of 23 r•+ 1R m pm w i mo Q12' O�S S5 SiA-0+00 W LL - WFX: W "2x O_ aye] aY CD PC a a a � O� F rW/+ a rj0 c W N M:) 7 O 2 � U K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 10 of 23 r•+ 1R m pm w i mo W W a a a LLJo O5 4 W 01 �F �� O -,- (n a!y]W r UW OC to h Q U m F� J i"in J-- dp W a F� Z. 0V, W Fr Op W F b W� 4 F�'c O6b ^'J y� ti is'W �z Cm I 3 �wz C-5 in C-5 Ft0 MO z W O D 1,4 m Oa;�s ( aW-J � J t J 2 m z M:) 7 O 2 � U K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 10 of 23 r•+ 1R m pm w i mo VII. Storm Sewer & Inlet Staking A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances°should be measured from end of wing II. Standard 10' Inlet = 16.00' total length III. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole f6r 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 -- K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01_Attachment A—Survey Staking Standards.docx Page 11 of 23 Example Storm Inlet Stakes FRONT FRONT (SIDE FACING ) (SIDE FACING ) j � 0 a NO FLAGGING REQUIRED o IN LIEU OF PINK PAINTED LATH y '+ n n � m m o m _ a a r.. r 1 BACK ? BACK z (90E FAMD RAW.) (513E FA13NC R.OW) IDENTIFIES WHICH M IDENT TIES NMICH POINT f END OF THE WIND PONT!! j END OF THE YANG BEING STAKED BONG STAKED H � N I 1 1 HUB ELEVAMN a " INLET STATION HUB a.EVAHON n } I (IF NOTED ON PLANS) + 3 IDENTIFIES GRADE TfC TO TOP OF CURB T I+ j + IDENTIFIES CRADE FL TO FLDMJNE I I DISTANCES FOR INLETS STANDARD 10' - 10' RECESSED W - 20l STANDARD DDJBLE w - T8.63' HUB VATH TACK — — — _ — — RECESSED DOLR;fE 10^+ 30 67' T I I RAM OF INLET H ml y,• �I bI MARS°� •,; �I BACK OF CLIFS FLOYLINE FACE OF INLET FACE OF INLET EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT hm i i PM w BACK. OF CURB i FLOWIJNE — - r EDGE OF PAVEMENT i K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 i 23.16.01—Attachment A_Survey Staking Standards.docx Page 12 of 23 VIII. Curb and Gutter Staking A. Centerline Staking — Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves Ill. 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 -- K:\FTW—Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 23 Example Curb & Gutter Stakes FRONT (SIDE FACING CE) BACK IDENTIFIES OFFSET IS TO (SIDE FACING R.O.W.)I BACK OF CURB OR F/C FOR FACE OF CUF48 FRONT (SIDE FACING CE) FRONT IDENTFEs {SDE FACING ¢) POINT OF T GENT I� 1N Bc m PT T + I ¢Y O 01 a� y + III I Paler # s + Is a/c III I g III I r,IDENTIFIES GRADE Is o T/c D TOP OF GUR19 III I R II HUB ELEVATION c + NO GRACE ON; RAOIU5 POINT51 NO FLAGGING REQUIRED i y IN LIEU OF PINK PAINTED LATH TOP OF CURBOno BACK OF CURB _ ^ I PP' v — — — V FACE OF CURB I —r ---�- FLOWLI NE EOGE OF PAVEMENT K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 14 of 23 END m a FRONT IDENTIFIES START PONT CF CURVATURE PC (SIDE FACING �} N Y a � O r!O FRONT IDENTFEs {SDE FACING ¢) POINT OF T GENT I� 1N Bc m PT T + I ¢Y O 01 a� y + III I Paler # s + Is a/c III I g III I r,IDENTIFIES GRADE Is o T/c D TOP OF GUR19 III I R II HUB ELEVATION c + NO GRACE ON; RAOIU5 POINT51 NO FLAGGING REQUIRED i y IN LIEU OF PINK PAINTED LATH TOP OF CURBOno BACK OF CURB _ ^ I PP' v — — — V FACE OF CURB I —r ---�- FLOWLI NE EOGE OF PAVEMENT K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 14 of 23 END m Example Curb & Gutter Stakes at Intersection w K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 15 of 23 s MR C:)j z� ' p Z B065U >- a 1 Q. a/S N.m'q sra=z+so II F+oma OL w4 0 5 LL o v w K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 15 of 23 Y f Z m Cr 0 Fzq Q Noq d^4 ,01 OL w4 0 5 o wOtRm2 m O 3 Z F F� N N X S w / in 7 O � F Q app o o � n a .E!j fpr, Uo �W O F f o baa pti%�f <o n �% oaF $ M sof oNw IAw w �W Q r m z OI 3PNYISI0 'XVR ,09 P on sa I emno 30 NOYe x M pw y O F- m A 7 [] 2 a y m Q 4 LLlAa V1 m a GUM Jo mode w x 01 30NVISIO 'XVN ,05 I O W�I IT 0 pr�atl-t Fri Q ¢ LTJ oln i4 4 2 � 3 0 � pYw (� SAO\ OyIx x ca wo c� `Y w o. Q Oa \ UU 0, o v- W W U I N N d Y F Z m p a 4Q0 hwY F o p° zN \z ,O l 0L \� O 3 W w w K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 15 of 23 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet Date: ❑ TOTAL Staking Method: ❑ GPS STATION LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS City Project Number: Project Name: ❑ OTHER ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED_ &M SM i M am r, i K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\01 71 i. 23.16.01—Attachment A_Survey Staking Standards.docx Page 16 of 23 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 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. K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 23 r�Sr- 00000 - Ir IOL W.C*7VN AD SIA09A7 - ALM MM IM SIAO.Om - AM01" DN AEMWE t SALVAGE EAST MMW ppav rrrATER aauEcr Ta EAST. sraER -CIA /6TALL ; h lrX CTLIE JL C X Li )LOMAEOLCEW SLEEVE STAG ffiG- IP IIL , h fr 6hO� PWAV ^} iL C C REDGCFR MSTAt4 hfrL7fE� Pio ✓' hlrBATEYALYE 6FJ0 *wr 9'wL ,y E �`+,,, ,r"/V E•YP%YI.570 oTEE (alt / E"V ATLor 4 4► 4 ,g Yr LEAD946 Hao. M VEFa w"u d ` `Y ` G 3•u Aw, r• fu b LOl / &K 6` 00 Lor Y ror mobs. AL -www \\\\ nroVw FEWIE EAST F£ YOt IPr,QEER H#Swmxw 6 �e�\ .V • ' MM 4' Ter -2 O I} L -377i fir. s** • o . soy cs—ta+c yr v ki soy �, wr PROPOSED RErWE f SALVAGE "m SANITARY ; . SEE SHEE EMT. ONE VALM SrA0.3M-Ir MISTAW Lor A 4 / I• Ir 461YEW. MW io LLA a i. abLF. wrw x697W.404 Cwl_w uc \ E 7d6.II5.i0T2 "K• m0°°� /• SIA DO= - WNL VIM QW STA0-7.W-Ir SrAOGaW-W A6TXG hmST lCiTA fCALLS= SLEEVE I•Ir4wYEW.AEAlD I•fr�VYERr.am .9 LF of WrAMT AFEs-9f1 N69gosz-q S7 CMWECr TO EAST: IrrATER M69gH5-9a9 E-22953D32W E-Y2963OUR= E38 K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 19 of 23 -3 -1 r)t �Iy -4 1'11 n 1v - S'V C-1 S. 23.16.01—Attachment A_Survey Staking Standards.docx Page 20 of 23 /o on r, i i i i K:\FTW 23.16.01—Attachment A_Survey Staking Standards.docx Page 21 of 23 171 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 EASTING ELEV. DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM 2 6946260.893 2296062.141 725.668 GV RIMS 3 6946307.399 2296038.306 726.85 GV RIM C0vp- D/1- fh � S 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722.123 GV RIM 6 6946190.528 2296022.721 722.325 FH c 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM �t CSW L 9 6946003.056 2295933.418 713.652 CO RIM 2,(wF Ll 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM RIM 13 6945896.591 2295862.188 708.205 WM RIM 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM <. 16 6945835.678 2295799.707 707.774 SSMH RIM 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM 19 6945768.563 2295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM 23 6945621.902 2295669.471. 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM C 4 L1 k'r 1 T KAT 25 6945571.059 2295655.195 727.514 SSMH RIM 1) 26 6945539.498 2295667.803 729.123 WM RIM 7£) 27 6945519.834 2295619.49 732.689 WM RIM � (�G cc N! 28 6945417.879 2295580.27 740.521 WM RIM 29 6945456.557 2295643.145 736.451 CO RIM L- ( ST -F -'b 30 6945387.356 2295597.101 740.756 GV RIM -n F P C flfJ 5 31 6945370.688 2295606.793 740.976 GV RIM f„nf-- Svr C 32 6945383.53 2295610.559 740.408 FH 33 6945321.228 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 37 6945233.624 6945206.483 2295544.626 2295529.305 749.59 SSMH RIM 751.058 WM RIM cc�� 38 6945142.015 2295557.666 750.853 WM RIM 39 6945113.445 2295520.335 751.871 WM RIM 40 6945049.02 2295527.345 752.257 SSMH RIM 41 6945041.024 2295552.675 751.79 WM RIM42 6945038.878 6945006.397 2295552.147 2295518.135 751.88 WM RIM43 752.615 WM RIM44 D4. 6944944.782 2295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986 SSMH RIM,/ K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01 -Attachment A_Survey Staking Standards.docx Page 22 of 23 r i w i 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. K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 BIM 3 i I � 3 7 s I i � a E S E — z — I � � W — z — a �W ^ a 3 M I9� M b o e � ^ ^ ^ s ED yy o i K:\FTW_Roadway\061018172-Bonds Ranch RAB Corridor\SPEC\Div 01 -General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 017423-1 CLEANING Pagel of 4 1 SECTION 0174 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: 11 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 ohm 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [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 i 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 .� 017423-3 CLEANING Page 3 of 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 11 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 4. a. Cover to prevent blowing by wind 15 5. 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 6. 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shue Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 017423-4 CLEANING Page 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 a 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 017719-1 CLOSEOUT REQUIREMENTS Pagel of 3 1 SECTION 017719 2 CLOSEOUT REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract _ 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits = 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of _ 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS _ 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN I0I009 Revised July 1, 2011 0177 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 0178 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 ,. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 20I 1 017823-1 OPERATION AND MAINTENANCE DATA Pagel of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- 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) 11 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 I — 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 013 3 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 %2 inches x 11 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 _ Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3 -ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 „� i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 _ 017823-5 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 8 Revision Log DATE NAME SUNDAARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1—title of section removed CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 PART1- GENERAL �H6M a K SECTION 0178 39 PROJECT RECORD DOCUMENTS 01 7839-1 PROJECT RECORD DOCUMENTS Pagel of4 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 11 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 REQUIltEMENTS [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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 017839-2 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 [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [OR] 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, 1 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 1 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 1 2 —' 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 - 43 44 45 �. 46 47 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 017839-4 PROJECT RECORD DOCUMENTS Page 4 of c. Call attention to each entry by drawing a 'cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 i 033513-1 INTEGRAL CONCRETE COLOR Page 1 of 5 1 SECTION 03 3513 2 INTEGRAL CONCRETE COLOR 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. This section describes coloring concrete used to construct work under other contract bid 6 items as well as any special materials and special construction techniques associated 7 with using colored concrete. 8 B. Related Specification Sections include but are not necessarily limited to 9 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 10 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 and where indicated on the Drawings. No separate payment will be allowed for 16 this item 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 19 1.5 SUBMITTALS [NOT USED] 20 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE [NOT USED] 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 1.13 COORDINATION AND TIMING [NOT USED] 28 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr CPN 101009 A 31 B. Curing Compound 32 1. Furnish a liquid membrane -forming clear curing compound conforming to ASTM 33 C1315, type 1. 34 C. Admixtures 35 1. Furnish admixtures designed for use with and compatible with colored concrete 36 pigments. Do not use calcium chloride or other admixtures containing chlorides. 37 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr CPN 101009 — 033513-2 INTEGRAL CONCRETE COLOR Page 2 of 5 1 PART2- PRODUCTS 2 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 3 2.2 MATERIALS 4 A. Concrete 5 1. Integrally color concrete using non -fading pigments conforming to ASTM C979 as 6 follows: 7 a. Truck Apron Areas (Barn Red): Use non -fading synthetic iron oxides at a 8 loading of 6 percent or more by weight of total cementitious material in the 9 mix. Match the concrete color in reasonably close conformance with Integral 10 Color Snapper, and Red Antiquing Release by Concrete Colors of Texas LLC, 11 with a Cureseal-W Semigloss by Scofield, or approved equal. 12 b. Median Areas (Malibu Beight): Use non -fading synthetic iron oxides at a 13 loading of 6 percent or more by weight of total cementitious material in the 14 mix. Match the concrete color in reasonably close conformance with Malibu 15 Beige by Concrete Colors of Texas LLC with a Cureseal-W Semigloss by 16 Scofield, or approved equal. 17 2. Add integral concrete colorant according to manufacturer's instructions. Provide a .•• 18 copy of those manufacturer instructions to the City before producing material for 19 incorporation into the work. 20 3. The City will accept the color based on approval of color samples, and field mock - 21 up. 22 a. Contractor shall submit a standard color chart and color samples for review and 23 preliminary selection by the City. 24 b. Contractor shall provide a 3'x3' minimum mock-up of the selected color 25 samples for approval of the City. 26 4. Maintain mix characteristics for colored concrete requiring a matching finish. Use 27 the same source, brand, type, and color of portland cement, supplementary - 28 cementitious materials, aggregates, and admixtures for colored concrete throughout 29 the project. Use constant cement content, supplementary cementitious material 30 content, and water/cementitious materials ratio to maintain consistent color. 31 B. Curing Compound 32 1. Furnish a liquid membrane -forming clear curing compound conforming to ASTM 33 C1315, type 1. 34 C. Admixtures 35 1. Furnish admixtures designed for use with and compatible with colored concrete 36 pigments. Do not use calcium chloride or other admixtures containing chlorides. 37 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr CPN 101009 — 033513-3 INTEGRAL CONCRETE COLOR Page 3 of 5 1 D. Colored Concrete Mix Approval 2 1. General 3 a. Obtain City approval for colored concrete mixes before placing colored 4 concrete. The City will base approval either on a successful performance 5 history or on trial batches. Upon City approval, the submitted sample panel 6 (Minimum 3'x3'x4") or the test slab will be the visual quality standard for 7 finished work under the contract. 8 E. Performance History 9 1. Use the same materials mixed in the same proportions as used on another 10 department project where the City approved the color. Ensure that all materials, 11 including admixtures, are of the same type and brand and from the same sources. 12 Provide the following to the City for review and approval: 13 a. Project Info: Project ID, and location. 14 b. Mix proportions: quantities per cubic yard expressed as SSD weights and net 15 water, water to cementitious material ratio, air content, and 28 -day or earlier 16 compressive strength. 17 c. Materials: type, brand, and source. 18 d. Sample panel: Provide a finished colored concrete sample having minimum 19 dimensions of 3- foot by 3 -foot by 4 -inch, from the previous project (if 20 available), or a photo image of the previous sample panel. 21 F. Trial Batches 22 1. The contractor may use preliminary laboratory or field trial batching to establish 23 the mix proportions necessary to conform to the contract -required color. 24 2. Produce test slabs to demonstrate the texture, surface finish, color, and color 25 intensity. At least 2 business days in advance, provide the City with the date and 26 time for test slab construction. 27 3. At a City -allowed location on the project, place, finish, and cure a 3 -foot by 3 -foot 28 by 4 -inch colored concrete test slab using the same methods proposed for contract 29 work. Produce test slabs using the same workers designated to perform the contract 30 work. Retain samples of cements, sands, aggregates, and color additives used in test 31 slabs for comparison with materials used in contract work. 32 4. Use at least a 2 -cubic yard batch or a batch of the size proposed for production 33 whichever is larger. 34 5. Submit final mix design information to the City. Including specific sources and, if 35 applicable, trade names for materials. Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr CPN 202009 033513-4 INTEGRAL CONCRETE COLOR Page 4 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION k- 23 finishing while bleed water is present. The City will order removal and replacement 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Construction 9 1. Construct work incorporating colored concrete conforming to contract 10 specifications under the associate bid items except cure with clear curing compound 11 and use only non -chloride admixtures as specified in Section 2.1. 12 2. Produce consistently colored concrete in full cubic yard increments. The City will ' 13 not allow variations in the amounts, types, or source of materials with the exception 14 of minor adjustments of water and air- entraining agent. Other changes require mix 15 re -approval. 16 3. Schedule placement to minimize exposure to rapid drying conditions, wind and full 17 sun, before applying curing compound. Do not place colored concrete if rain, snow, 18 or freezing temperatures are forecast within 24 -hours. 19 4. Cover or otherwise protect adjacent concrete work from discoloration and spillage 20 while placing and curing colored concrete. Remove and replace discolored 21 concrete as directed by the City. 22 5. Perform finishing operations consistently to avoid color variation. Do not begin k- 23 finishing while bleed water is present. The City will order removal and replacement 24 of colored concrete if the contractor adds water to the surface to aid in finishing. 25 Apply strokes in the same direction during final finishing and texturing. 26 6. Protect colored concrete from premature drying and excessive cold or hot 27 temperatures by promptly applying curing compound. Do not allow plastic sheeting 28 to come in contact with colored concrete. 29 7. Protect the colored concrete from damage. Do not permit construction traffic or 30 material storage on colored concrete. Exclude foot traffic from colored concrete for 31 at least 24 hours after placement. 32 8. Remove test slabs not permanently incorporated into the work and restore the site ' 33 after the City determines the test slab is no longer needed. I I Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow or CPN 101009 r 1 3.5 REPAIR [NOT USED] ` 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING 7 3.11 "RECORD OF INSTALLATION" DRAWING 8 3.12 CLOSEOUT ACTIVITIES [NOT USED] 9 3.13 PROTECTION [NOT USED] 10 3.14 MAINTENANCE [NOT USED] 11 3.15 ATTACHMENTS [NOT USED] 12 END OF SECTION 13 14 15 16 033513-5 INTEGRAL CONCRETE COLOR Page 5 of 5 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Or CPN 101009 312316-1 UNCLASSIFIED EXCAVATION Pagel of 5 1 SECTION 3123 16 2 UNCLASSIFIED EXCAVATION 3 PART1- 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. 1.2.2 Excavation by Surveyed Quantity deleted 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. Section 3123 23 —Borrow 20 4. Section 3124 00 — Embankments t 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 28, 2013 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 28, 2013 ,� i 3123 16-2 UNCLASSIFIED EXCAVATION Page 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 8 a. Measufement 9 - 10 . 11 a) The City will peFfbfm a mfefenee suff ey enee the Site has been elear-e 12 _ 13 b) The City will peffefm a final post eenstraefien sufvey. 14 15 16 _ d) PaFtial payments will be based en estimated plan quafAi�,, 17 18 b. PaymefA 19 20 " will be 0aid fef at the unit. 21 " 22 - 23 1}-Exeavafien 24 2) E*eavft6efi Safety 25 3) Dizying 26 4) Dust GefAFel 27 5) Reworking g a epl..eifig the ever- a eted ...,.,te..;,.1 ; eel, e.,t 28 b) Hauling 29 30 8) Sear-ifieafien 31 9) Gleantip 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 28, 2013 ,� 312316-3 UNCLASSIFIED EXCAVATION Page 3 of 5 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 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 3125 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 3125 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 28, 2013 3123 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 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 A. Accept ownership of unsuitable or excess material and dispose of material off-site accordance with local, state, and federal regulations at locations. B. Excavations shall be performed in the dry, and kept free from water, snow and ice during construction with eh exception of water that is applied for dust control. C. Separate Unacceptable Fill Material from other materials, remove from the Site and properly dispose according to disposal plan. D. Maintain drainage in the excavated area to avoid damage to the roadway sections and proposed or existing structures. E. Correct any damage to the subgrade caused by weather, at no additional cost to the City. F. Shape slopes to avoid loosening material below or outside the proposed grades. Remove and dispose of slides as directed. G. Rock Cuts 1. Excavate to finish grades. 2. In the event of over excavation due to contractor error below the lines and grades established in the Drawings, use approved embankment material compacted in accordance with Section 31 24 00 to replace the over excavated at no additional cost to City. H. Earth Cuts 1. Excavate to finish subgrade w OM CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 28, 2013 �,, w 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 w 21 3123 16-5 UNCLASSIFIED EXCAVATION Page 5 of 5 2. In the event of over excavation due to contractor error below the lines and grades established in the Drawings, use approved embankment material compacted in accordance with Section 3124 00 to replace the over excavated at no additional cost to City. 3. Manipulate and compact subgrade in accordance with Section 3124 00. 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Subgrade Tolerances 1. Excavate to within 0.1 foot in all directions. 2. In areas of over excavation, Contractor provides fill material approved by the City at no expense to the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 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. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shue Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 28, 2013 312400-1 EMBANKMENTS Page 1 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. 1.2.2 Embankments by Surveyed Quantity deleted 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. Section 3123 23 — Borrow 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 28, 2013 r, 312400-2 EMBANKMENTS Page 2 of 9 1 5) Clean-up 2 6) Proof Rolling 3 7) Disposal of excess materials 4 8) Reworking or replacement of undercut material 5 2. Effi-b—ankfaents by Suneyed Quantity 6 &. 1„4e a en 7 1) MeasufefneM for- this Rem shall be by the e4io 8 9 10 . 11 b) The City will pef&ffa a final post eenstFuetien-st 12 8) The COMFaC40F Will be paid &r- the etibie yaMage 13' ealealated as the differ -ease between the 4A*e suf-,; 14 d) RaFtial pay+aefAs will be based on esfiffiated plan 15 16 b. Petyfae 17 1) The work pef&fmed and materials fiimished in 18 " will 19 " 20 e. Thepr-ioe bid shall include: 21 1) Tlffmspeftiag or- hauling mater-ial 22 , and finishing Embankfaefit 23 3) GGRAFH666ft Wate 24 4) Post GefAFel 25 5}- Clean -� 26 4\ n«ve f lR ll;.,.. 27 7) Disposal of eKeess mater-ials 28 9) MA*AriAj 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 -07e1, 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 28, 2013 312400-3 EMBANKMENTS Page 3 of 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 0133 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 11 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 Y 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 3125 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 3125 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. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 �, 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] i 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 11 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 .f 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. OM CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 28, 2013 i 312400-5 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 fill 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 i. 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 28, 2013 312400-6 EMBANKMENTS Page 6 of 9 1 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 11 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 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. 11 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 Ifoot 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 [NOT 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 Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 28, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 312400-8 EMBANKMENTS Page 8 of 9 4) Engineer c. Notify the City if the characteristic of the soil changes. d. City will perform new proctors for varying soils: 1) When indicated in the geotechnical investigation in the Appendix 2) If notified by the Contractor 3) At the convenience of the City e. Embankments where different soil types are present and are blended, the proctors shall be based on the mixture of those soils. 2. Proof Rolling a. Embankments under Future Pavement 1) City Project Representative must be on-site during proof rolling operations. 2) Use equipment that will apply sufficient load to identify soft spots that rut or pump. a) Acceptable equipment includes fully loaded single -axle water truck with a 1500 gallon capacity. 3) Make at least 2 passes with the proof roller (down and back = 1 pass). 4) Offset each trip by at most 1 tire width. 5) If an unstable or non-uniform area is found, correct the area. 6) Correct a) Soft spots that rut or pump greater than 3/4 inch. b) Areas that are unstable or non-uniform 7) If a non-uniform area is found then correct the area. b. Embankments Not Under Future Paving 1) No Proof Rolling is required. 3. Density Testing of Embankments a. Density Test shall be in conformance with ASTM D2922. b. For Embankments under future pavement: 1) The City will perform density testing twice per working day when compaction operations are being conducted. 2) The testing lab shall take a minimum of 3 density tests, but the number of test shall be appropriate for the area being compacted. 3) Testing shall be representative of the current lift being compacted. 4) Special attention should be placed on edge conditions. c. For Embankments not under future pavement or structures: 1) The City will perform density testing once working day when compaction operations are being conducted. 2) The testing lab shall take a minimum of 3 density tests. 3) Testing shall be representative of the current lift being compacted. d. Make the area where the embankment is being placed available for testing. e. The City will determine the location of the test. f. The City testing lab will provide results to Contractor and the City's Inspector upon completion of the testing. g. A formal report will be posted to the City's Buzzsaw site within 48 hours. h. Test reports shall include: 1) Location of test by station number 2) Time and date of test 3) Depth of testing 4) Field moisture 5) Dry density CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised January 28, 2013 1 DATE 6) Proctor identifier 2 7) Percent Proctor Density 3 12/20/2012 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 i 14 i MP 312400-9 EMBANKMENTS Page 9 of 9 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. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN I01009 Revised January 28, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 32 13 13 -1 CONCRETE PAVING Pagel of25 SECTION 32 13 13 CONCRETE PAVING A. Section includes: 1. Finished pavement constructed of portland cement concrete including monolithically poured curb on the prepared subgrade or other base course. B. Deviations from this City of Fort Worth Standard Specification 1. LLA — Section Includes 2. 1.2.A.3.i — Payment 3. 1.2.11— Measurement and Payment 4. 1.2.0 — Measurement and Payment 5. 1.C.5 — Related Specifications 6. 2.2.1,— Color Materials 7. 2.2.M — Imprinting Tools 8. 3.4.11.3 — Color Finishing 9. 3.4.M — Texturing/Stamping 10. 3.4.N —Decorative Concrete Pavement Schedule 11. 3.4 O. - Mow Strips C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 3. Section 32 0129 - Concrete Paving Repair 4. Section 32 13 73 - Concrete Paving Joint Sealants 5. Section 03 35 19 — Integral Concrete Color 26 1.2 PRICE AND PAYMENT PROCEDURES 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Concrete Pavement 1. Measurement a. Measurement for this Item shall be by the square yard of completed and accepted Concrete Pavement in its final position as measured from back of curb for various: 1) Classes 2) Thicknesses 2. Payment a. The work performed and materials furnished in accordance with this Item will be paid for at the unit price bid per square yard of Concrete Pavement. 3. The price bid shall include: a. Shaping and fine grading the placement area b. Furnishing and applying all water required CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shue Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 32 13 13-2 CONCRETE PAVING Page 2 of 25 1 c. Furnishing, loading and unloading, storing, hauling and handling all concrete 2 ShaRing and fine grading the placement area ingredients including all freight and royalty involved 3 d. Mixing, placing, finishing and curing all concrete 4 e. Furnishing and installing all reinforcing steel 5 f. Furnishing all materials and placing longitudinal, warping, expansion, and 6 Mixing. placing, finishing and curing all concrete contraction joints, including all steel dowels, dowel caps and load transmission 7 teel Furnishing and installing; all reinforcingsteel units required, wire and devices for placing, holding and supporting the steel 8 Furnishing all materials and placing longitudinal, warping, expansion, and bar, load transmission units, and joint filler material in the proper position; for 9 contraction joints, including all steel dowels, dowel caps and load transmission coating steel bars where required by the Drawings 10 g. Sealing joints 11 h. Monolithically poured curb 12 i. Monolithically poured concrete median nose(s) 13 j. Cleanup 14 B. Concrete Median — Integral Colored/Textured 15 1. Measurement 16 a. Measurement for this Item shall be b the yard of completed and 17 accepted Integral Colored/Textured Concrete Median in its final position as 18 measured from back of curb for various: 19 1) Classes 20 2) Thicknesses 21 2. Payment 22 a. The work performed and materials furnished in accordance with this Item will 23 be paid for at the unit price bid per square foot of Concrete Pavement. 24 3. The price bid shall include: 25 a. ShaRing and fine grading the placement area 26 b. Furnishing and apple all water required 27 c. Furnishing, loading oading and unloading, storing, hauling and handling all concrete 28 ingredients includingall 1 freight and royalty involved 29 d. Mixing. placing, finishing and curing all concrete 30 e. teel Furnishing and installing; all reinforcingsteel 31 f Furnishing all materials and placing longitudinal, warping, expansion, and 32 contraction joints, including all steel dowels, dowel caps and load transmission 33 units required, wire and devices for placing, holding and supporting the steel 34 bar, load transmission units, and joint filler material in the proper position; for 35 coating steel bars where required by the Drawings 36 g. Sealing joints 37 h. Cleanup 38 C. Concrete Truck Apron - Integral Colored 39 1. Measurement 40 a. Measurement for this Item shall be by the square yard of completed and 41 accepted Integral Colored Concrete Truck Apron with Curb in its final position 42 as measured from back of 3" mountable curb to face of retaining wall for 43 various: 44 1) Classes 45 2) Thicknesses 46 2. Payment CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 _ 32 13 13-3 CONCRETE PAVING Page 3 of 25 1 a. The work performed and materials furnished in accordance with this Item will 2 be paid for at the unit price bid per square yard of Integral Colored Concrete - 3 Truck Apron with Curb. 4 3. The price bid shall include: 5 a. Shaping and finer� ading the placement area - 6 b. Furnishing and applying all water required 7 c. Furnishing, loading and unloadin , sg_torin , hauling and handling all concrete 8 ingredients includingall freight and royalty involved 9 d. Mixing, placing, finishing and curing all concrete 10 e. Furnishing and installing all reinforcingsteel teel 11 f. Furnishing all materials and placing longitudinal, warping, Mansion, and 12 contraction joints, including all steel dowels, dowel caps and load transmission 13 units required wire and devices for placing, holding and supporting the steel 14 bar, load transmission units, and joint filler material in the proper position-, for 15 coating steel bars where required by the Drawings 16 g. Sealing joints 17 h. Curb 18 i. Cleanup 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this specification refer to the current reference standard 22 published at the time of the latest revision date logged at the end of this 23 specification, unless a date is specifically cited. 24 2. ASTM International (ASTM): 25 a. A615/A615M, Deformed and Plain Billet -Steel Bars for Concrete 26 Reinforcement 27 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 28 Field 29 c. C33, Concrete Aggregates - 30 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 31 Specimens 32 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 33 Beams of Concrete 34 f. C94/C94M, Standard Specifications for Ready -Mixed Concrete 35 g. C150, Portland Cement 36 h. C 156, Water Retention by Concrete Curing Materials 37 i. C172, Standard Practice for Sampling Freshly Mixed Concrete 38 j. C260, Air Entraining Admixtures for Concrete 39 k. C309, Liquid Membrane -Forming Compounds for Curing Concrete, Type 2 40 1. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" 41 in. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 42 Admixture in Concrete 43 n. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 44 Concrete 45 o. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic - 46 Cement Concrete 47 p. C 1602, Standard Specification for Mixing Water Used in the Production of 48 Hydraulic Cement Concrete. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 3213 13-4 CONCRETE PAVING Page 4 of 25 1 q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort 2 (12,400 ft-lbf/ft3) 3 3. American Concrete Institute (ACI): i 4 a. ACI 305.1-06 Specification for Hot Weather Concreting 5 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 6 c. ACI 318 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 10 A. Mix Design: submit for approval. See Item 2A.A. 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] - 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 15 1.11 FIELD CONDITIONS 16 A. Weather Conditions 17 1. Place concrete when concrete temperature is between 40 and 100 degrees when 18 measured in accordance with ASTM C1064 at point of placement. 19 2. Hot Weather Concreting 20 a. Take immediate corrective action or cease paving when the ambient 21 temperature exceeds 95 degrees. 22 b. Concrete paving operations shall be approved by the City when the concrete 23 temperature exceeds 100 degrees. See Standard Specification for Hot Weather 24 Concreting (ACI 305.1-06). 25 3. Cold Weather Concreting 26 a. Do not place when ambient temp in shade is below 40 degrees and falling. 27 Concrete may be placed when ambient temp is above 35 degrees and rising or 28 above 40 degrees. 29 b. Concrete paving operations shall be approved by the City when ambient 30 temperature is below 40 degrees. See Standard Specification for Cold Weather 31 Concreting (ACI 306.1-90). 32 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 33 pavement in natural light, or as directed by the City. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 4 2.2 MATERIALS 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 32 13 13-5 CONCRETE PAVING Page 5 of 25 A. Cementitious Material: ASTM C 150. B. Aggregates: ASTM C33. C. Water: ASTM C1602. D. Admixtures: When admixtures are used, conform to the appropriate specification: 1. Air -Entraining Admixtures for Concrete: ASTM C260. 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." 3. Fly Ash a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: ASTM C618. b. Fly ash may be substituted at one pound per pound of cement up to 25% of the specified cement content when such batch design is approved by the Engineer. E. Steel Reinforcement: ASTM A615. F. Steel Wire Reinforcement: Not used for concrete pavement. G. Dowels and Tie Bars 1. Dowel and tie bars: ASTM A615. 2. Dowel Caps a. Provide dowel caps with enough range of movement to allow complete closure of the expansion joint. b. Caps for dowel bars shall be of the length shown on the Drawings and shall have an internal diameter sufficient to permit the cap to freely slip over the bar. c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, and one end of the cap shall be rightly closed. 3. Epoxy for Dowel and Tie Bars: ASTM C881. a. See following table for approved producers of epoxies and adhesives Pre -Qualified Producers of Epoxies and Adhesives Product Name Producer Concresive 1420 BASF HTE -50 Hilti T 308 + Powers Fasteners P E 1000+ Powers Fasteners C-6 Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 20I2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 32 13 13-6 CONCRETE PAVING Page 6 of 25 Shep-Poxy TxIII CMC Construction Services Ultrabond 1300 Tubes Adhesives Technology Ultrabone 2300 N.S. A-22-2300 Slow Set Adhesives Technology Dynapoxy EP -430 Pecora Corp. EDOT Simpson Strong Tie ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpecPoxy 3000FS SpecChem b. Epoxy Use, Storage and Handling 1) Package components in airtight containers and protect from light and moisture. 2) Include detailed instructions for the application of the material and all safety information and warnings regarding contact with the components. 3) Epoxy label requirements a) Resin or hardener components b) Brand name c) Name of manufacturer d) Lot or batch number e) Temperature range for storage f) Date of manufacture g) Expiration date h) Quantity contained 4) Store epoxy and adhesive components at temperatures recommended by the manufacturer. 5) Do not use damaged or previously opened containers and any material that shows evidence of crystallization, lumps skinning, extreme thickening, or settling of pigments that cannot be readily dispersed with normal agitation. 6) Follow sound environmental practices when disposing of epoxy and adhesive wastes. 7) Dispose of all empty containers separately. 8) Dispose of epoxy by completely emptying and mixing the epoxy before disposal H. Reinforcement Bar Chairs 1. Reinforcement bar chairs or supports shall be of adequate strength to support the reinforcement bars and shall not bend or break under the weight of the reinforcement bars or Contractor's personnel walking on the reinforcing bars. 2. Bar chairs may be made of metal (free of rust), precast mortar or concrete blocks or plastic. 3. For approval of plastic chairs, representative samples of the plastic shall show no visible indications of deterioration after immersion in a 5 -percent solution of sodium hydroxide for 120 -hours. 4. Bar chairs may be rejected for failure to meet any of the requirements of this specification. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 �, 32 13 13-7 CONCRETE PAVING Page 7 of 25 1 I. Joint Filler 2 1. Joint filler is the material placed in concrete pavement and concrete structures to 3 allow for the expansion and contraction of the concrete. 4 2. Wood Boards: Used as joint filler for concrete paving. 5 a. Boards for expansion joint filler shall be of the required size, shape and type 6 indicated on the Drawings or required in the specifications. 7 1) Boards shall be of selected stock of redwood or cypress. The boards shall 8 be sound heartwood and shall be free from sapwood, knots, clustered 9 birdseyes, checks and splits. 10 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall 11 be sufficiently rigid to permit ease of installation. 12 3) Boards shall be fumished in lengths equal to the width between 13 longitudinal joints, and may be furnished in strips or scored sheet of the 14 required shape. 15 3. Dimensions. The thickness of the expansion joint filler shall be shown on the 16 Drawings; the width shall be not less than that shown on the Drawings, providing 17 for the top seal space. 18 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the 19 requirements of this specification. 20 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. 21 K. Curing Materials 22 1. Membrane -Forming Compounds. 23 a. Conform to the requirements of ASTM C309, Type 2, white pigmented 24 compound and be of such nature that it shall not produce permanent 25 discoloration of concrete surfaces nor react deleteriously with the concrete. 26 b. The compound shall produce a firm, continuous uniform moisture -impermeable 27 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 28 concrete. 29 c. It shall, when applied to the damp concrete surface at the specified rate of 30 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 31 normal conditions suitable for concrete operations. 32 d. It shall adhere in a tenacious film without running off or appreciably sagging. 33 e. It shall not disintegrate, check, peel or crack during the required curing period. 34 f. The compound shall not peel or pick up under traffic and shall disappear from 35 the surface of the concrete by gradual disintegration. 36 g. The compound shall be delivered to the job site in the manufacturer's original 37 containers only, which shall be clearly labeled with the manufacturer's name, 38 the trade name of the material and a batch number or symbol with which test 39 samples may be correlated. 40 h. When tested in accordance with ASTM C 156 Water Retention by Concrete 41 Curing Materials, the liquid membrane -forming compound shall restrict the loss 42 of water present in the test specimen at the time of application of the curing 43 compound to not more than 0.01 -oz. -per -2 inches of surface. 44 L. Color Materials 45 1. Color Pigment: See Section 03 35 19 46 M. Imprinting Tools CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 32 13 13-8 CONCRETE PAVING Page 8 of 25 1 1. Stamp Mats: Semirigid polyurethane mats with projecting textured and ridged 2 underside capable of imprinting texture and joint patterns on plastic concrete. 3 Contractor to coordinate with City for final pattern selection and provide mock-up 4 for review in field. 5 a. Approved Manufacturers: 6 1) Scofield L.M. Company 7 2) Approved equal 8 2. Stam Tools: Open -grid, aluminum or rigid plastic stamp tool capable of 9 imprinting joint patterns on plastic concrete. Contractor to coordinate with City for 10 final pattern selection and provide mock-up for review in field. 11 a. Approved Manufacturers: 12 1) Scofield L.M. Company 13 2) Approved equal 14 3. Rollers: Manually controlled water -filled aluminum rollers with projecting ridges 15 on drum capable of imprinting texture and joint patterns on plastic concrete. 16 Contractor to coordinate with City for final pattern selection and provide mock-up 17 for review in field. 18 a. Available Manufacturers: 19 1) Scofield L.M. Company 20 2) Approved equal 21 4. Texture Rollers: Manually controlled abrasion -resistant polyurethane rollers 22 capable of imprinting texture on plastic concrete. Contractor to coordinate with 23 City for final pattern selection and provide mock-up for review in field. 24 a. Available Manufacturers: 25 1) Scofield L.M. Company 26 2) Approved equal 27 2.3 ACCESSORIES [NOT USED] 28 2.4 SOURCE QUALITY CONTROL 29 A. Mix Design 30 1. Concrete Mix Design and Control 31 a. At least 10 calendar days prior to the start of concrete paving operations, the 32 Contractor shall submit a design of the concrete mix it proposes to use and a 33 full description of the source of supply of each material component. 34 b. The design of the concrete mix shall produce a quality concrete complying with 35 these specifications and shall include the following information: 36 1) Design Requirements and Design Summary 37 2) Material source 38 3) Dry weight of cement/cubic yard and type 39 4) Dry weight of fly ash/cubic yard and type, if used 40 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 41 6) Design water/cubic yard 42 7) Quantities, type, and name of admixtures with manufacturer's data sheets 43 8) Current strength tests or strength tests in accordance with ACI 318 44 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates 45 and date of tests 46 10) Fineness modulus of fine aggregate 47 11) Specific Gravity and Absorption Values of fine and coarse aggregates CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 _ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 32 13 13-9 CONCRETE PAVING Page 9 of 25 12) L.A. Abrasion of coarse aggregates c. Once mix design approved by City, maintain intent of mix design and maximum water to cement ratio. d. No concrete may be placed on the job site until the mix design has been approved by the City. 2. Quality of Concrete a. Consistency 1) In general, the consistency of concrete mixtures shall be such that: a) Mortar shall cling to the coarse aggregate b) Aggregate shall not segregate in concrete when it is transported to the place of deposit c) Concrete, when dropped directly from the discharge chute of the mixer, shall flatten out at the center of the pile, but the edges of the pile shall stand and not flow d) Concrete and mortar shall show no free water when removed from the mixer e) Concrete shall slide and not flow into place when transported in metal chutes at an angle of 30 degrees with the horizontal f) Surface of the finished concrete shall be free from a surface film or laitance 2) When field conditions are such that additional moisture is needed for the final concrete surface finishing operation, the required water shall be applied to the surface by hand sprayer only and be held to a minimum amount. 3) The concrete shall be workable, cohesive, possess satisfactory finishing qualities and be of the stiffest consistency that can be placed and vibrated into a homogeneous mass. 4) Excessive bleeding shall be avoided. 5) If the strength or consistency required for the class of concrete being produced is not secured with the minimum cement specified or without exceeding the maximum water/cement ratio, the Contractor may use, or the City may require, an approved cement dispersing agent (water reducer); or the Contractor shall furnish additional aggregates, or aggregates with different characteristics, or the Contractor may use additional cement in order to produce the required results. 6) The additional cement may be permitted as a temporary measure, until aggregates are changed and designs checked with the different aggregates or cement dispersing agent. 7) The Contractor is solely responsible for the quality of the concrete produced. 8) The City reserves the right to independently verify the quality of the concrete through inspection of the batch plant, testing of the various materials used in the concrete and by casting and testing concrete cylinders or beams on the concrete actually incorporated in the pavement. b. Standard Class 1) Unless otherwise shown on the Drawings or detailed specifications, the standard class for concrete paving for streets and alleys is shown in the following table: CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 32 13 13-10 CONCRETE PAVING Page 10 of 25 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive, Water/ Aggregate Slump, Lb./CY Strength Cementitious, Maximum Slip-Form/Form-Riding Paving 1-1/2 psi Ratio Size 5 Sidewalk, Curb and Gutter, Concrete 4 5 inch P 517 3600 0.49 1-1/2 H 1 564 1 4500 1 0.45 1-1/2 1. All exposed horizontal concrete shall have entrained -air. 2. Minimum Compressive Strength Required. 2) Machine -Laid concrete: Class P 3) Hand -Laid concrete: Class H c. High Early Strength Concrete (IES) 1) When shown on the Drawings or allowed, provide Class HES concrete for very early opening of pavements area or leaveouts to traffic. 2) Design class HES to meet the requirements of class specified for concrete pavement and a minimum compressive strength of 2,600 psi in 24 hours, unless other early strength and time requirements are shown on the Drawings allowed. 3) No strength overdesign is required. Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious Compressive Water/ Aggregate Slump, Lb./CY Strength2 Cementitious Maximum Slip-Form/Form-Riding Paving 1-1/2 psi Ratio Size, 5 Sidewalk, Curb and Gutter, Concrete 4 5 inch HES 564 4500 0.45 1-1/2 d. Slump 1) Slump requirements for pavement and related concrete shall be as specified in the following table: Concrete Pavement Slumn Reauirements Concrete Use Recommended Maximum Design Acceptable and Placement Placement Slump, Slump, inch inch Slip-Form/Form-Riding Paving 1-1/2 3 Hand Formed Paving 4 5 Sidewalk, Curb and Gutter, Concrete 4 5 Valley Gutter and Other Miscellaneous Concrete 2) No concrete shall be permitted with slump in excess of the maximums shown. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 32 13 13-11 CONCRETE PAVING Page 11 of 25 1 3) Any concrete mix failing to meet the above consistency requirements, 2 although meeting the slump requirements, shall be considered 3 unsatisfactory, and the mix shall be changed to correct such unsatisfactory 4 conditions. 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXANIINATION [NOT USED] 8 3.3 PREPARATION [NOT USED] 9 3.4 INSTALLATION 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Equipment 1. All equipment necessary for the construction of this item shall be on the project. 2. The equipment shall include spreading devices (augers), internal vibration, tamping, and surface floating necessary to finish the freshly placed concrete in such a manner as to provide a dense and homogeneous pavement. 3. Machine -Laid Concrete Pavement a. Fixed -Form Paver. Fixed -form paving equipment shall be provided with forms that are uniformly supported on a very firm subbase to prevent sagging under the weight of machine. b. Slip -Form Paver 1) Slip -form paving equipment shall be provided with traveling side forms of sufficient dimensions, shape and strength so as to support the concrete laterally for a sufficient length of time during placement. 2) City may reject use of Slip -Form Paver if paver requires over -digging and impacts trees, mailboxes or other improvements. 4. Hand -Laid Concrete Pavement a. Machines that do not incorporate these features, such as roller screeds or vibrating screeds, shall be considered tools to be used in hand -laid concrete construction, as slumps, spreading methods, vibration, and other procedures are more common to hand methods than to machine methods. 5. City may reject equipment and stop operation if equipment does not meet requirements. B. Concrete Mixing and Delivery 1. Transit Batching: shall not be used — onsite mixing not permitted 2. Ready Mixed Concrete a. The concrete shall be produced in an approved method conforming to the requirements of this specification and ASTM C94/C94M. City shall have access ready mix to get samples of materials. b. City shall have access to ready mix plant to obtain material samples. c. When ready -mix concrete is used, sample concrete per ASTM C94 Alternate Procedure 2: 1) As the mixer is being emptied, individual samples shall be taken after the discharge of approximately 15 percent and 85 percent of the load. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 32 13 13-12 CONCRETE PAVING Page 12 of 25 2) The method of sampling shall provide that the samples are representative of widely separated portions, but not from the very ends of the batch. d. The mixing of each batch, after all materials are in the drum, shall continue until it produces a thoroughly mixed concrete of uniform mass as determined by established mixer performance ratings and inspection, or appropriate uniformity tests as described in ASTM C94. e. The entire contents of the drum shall be discharged before any materials are placed therein for the succeeding batch. f. Retempering or remixing shall not be permitted. 3. Delivery a. Deliver concrete at an interval not exceeding 30 minutes or as determined by City to prevent cold joint. 4. Delivery Tickets a. For all operations, the manufacturer of the concrete shall, before unloading, furnish to the purchaser with each batch of concrete at the site a delivery ticket on which is printed, stamped, or written, the following information to determine that the concrete was proportioned in accordance with the approved mix design: 1) Name of concrete supplier 2) Serial number of ticket 3) Date 4) Truck number 5) Name of purchaser 6) Specific designation of job (name and location) 7) Specific class, design identification and designation of the concrete in conformance with that employed in job specifications 8) Amount of concrete in cubic yards 9) Time loaded or of first mixing of cement and aggregates 10) Water added by receiver of concrete 11) Type and amount of admixtures C. Subgrade 1. When manipulation or treatment of subgrade is required on the Drawings, the work shall be performed in proper sequence with the preparation of the subgrade for pavement. 2. The roadbed shall be excavated and shaped in conformity with the typical sections and to the lines and grades shown on the Drawings or established by the City. 3. All holes, ruts and depressions shall be filled and compacted with suitable material and, if required, the subgrade shall be thoroughly wetted and reshaped. 4. Irregularities of more than 1/2 inch., as shown by straightedge or template, shall be corrected. 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum density as determined by ASTM D698. 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the pavement to ensure its being in a firm and moist condition. 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution of the work. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 3213 13-13 CONCRETE PAVING Page 13 of 25 1 9. The Contractor shall notify the City at least 24 hours in advance of its intention to 2 place concrete pavement. 3 10. After the specified moisture and density are achieved, the Contractor shall maintain 4 the subgrade moisture and density in accordance with this Section. 5 11. In the event that rain or other conditions may have adversely affected the condition 6 of the subgrade or base, additional tests may be required as directed by the City. 7 D. Placing and Removing Forms 8 1. Placing Forms 9 a. Forms for machine -laid concrete 10 1) The side forms shall be metal, of approved cross section and bracing, of a 11 height no less than the prescribed edge thickness of the concrete section, 12 and a minimum of 10 feet in length for each individual form. 13 2) Forms shall be of ample strength and staked with adequate number of pins 14 capable of resisting the pressure of concrete placed against them and the 15 thrust and the vibration of the construction equipment operating upon them 16 without appreciable springing, settling or deflection. 17 3) The forms shall be free from warps, bends or kinks and shall show no 18 variation from the true plane for face or top. 19 4) Forms shall be jointed neatly and tightly and set with exactness to the 20 established grade and alignment. 21 5) Forms shall be set to line and grade at least 200 feet, where practicable, in 22 advance of the paving operations. 23 6) In no case shall the base width be less than 8 inches for a form 8 inches or 24 more in height. 25 7) Forms must be in firm contact with the subgrade throughout their length 26 and base width. 27 8) If the subgrade becomes unstable, forms shall be reset, using heavy stakes 28 or other additional supports may be necessary to provide the required 29 stability. 30 b. Forms for hand -laid concrete 31 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2 32 inches in thickness or equivalent when wooden forms are used, or be of a 33 gauge that shall provide equivalent rigidity and strength when metal forms 34 are used. 35 2) For curves with a radius of less than 250 feet, acceptable flexible metal or 36 wood forms shall be used. 37 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line 38 shall be rejected. 39 2. Settling. When forms settle over 1/8 inch under fmishing operations, paving 40 operations shall be stopped the forms reset to line and grade and the pavement then 41 brought to the required section and thickness. 42 3. Cleaning. Forms shall be thoroughly cleaned after each use. 43 4. Removal. 44 a. Forms shall remain in place until the concrete has taken its final set. 45 b. Avoid damage to the edge of the pavement when removing forms. 46 c. Repair damage resulting from form removal and honeycombed areas with a 47 mortar mix within 24 hours after form removal unless otherwise approved. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 i 32 13 13-14 CONCRETE PAVING Page 14 of 25 d. Clean joint face and repair honeycombed or damaged areas within 24 hours after a bulkhead for a transverse construction joint has been removed unless otherwise approved. e. When forms are removed before 72 hours after concrete placement, promptly apply membrane curing compound to the edge of the concrete pavement. E. Placing Reinforcing Steel, Tie, and Dowel Bars 1. General a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed as shown on the Drawings. b. All reinforcing steel shall be clean, free from rust in the form of loose or objectionable scale, and of the type, size and dimensions shown on the Drawings. c. Reinforcing bars shall be securely wired together at the alternate intersections and all splices and shall be securely wired at each intersection dowel and load - transmission unit intersected. d. All bars shall be installed in their required position as shown on the Drawings. e. The storing of reinforcing or structural steel on completed roadway slabs generally shall be avoided and, where permitted, such storage shall be limited to quantities and distribution that shall not induce excessive stresses. 2. Splices a. Provide standard reinforcement splices by lapping and tying ends. b. Comply with ACI 318 for minimum lap of spliced bars where not specified on the Drawings. 3. Installation of Reinforcing Steel a. All reinforcing bars and bar mats shall be installed in the slab at the required depth below the finished surface and supported by and securely attached to bar chairs installed on prescribed longitudinal and transverse centers as shown by sectional and detailed drawings on the Drawings. b. Chairs Assembly. The chair assembly shall be similar and equal to that shown. on the Drawings and shall be approved by the City prior to extensive fabrication. c. After the reinforcing steel is securely installed above the subgrade as specified in Drawings and as herein prescribed, no loading shall be imposed upon the bar mats or individual bars before or during the placing or finishing of the concrete. 4. Installation of Dowel Bars a. Install through the predrilled joint filler and rigidly support in true horizontal and vertical positions by an assembly of bar chairs and dowel baskets. b. Dowel Baskets 1) The dowels shall be held in position exactly parallel to surface and centerline of the slab, by a dowel basket that is left in the pavement. 2) The dowel basket shall hold each dowel in exactly the correct position so firmly that the dowel's position cannot be altered by concreting operations. c. Dowel Caps 1) Install cap to allow the bar to move not less than 1-1/4 inch in either direction. 5. Tie Bar and Dowel Placement a. Place at mid -depth of the pavement slab, parallel to the surface. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 ,� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 32 13 13-15 CONCRETE PAVING Page 15 of 25 b. Place as shown on the Drawings. 6. Epoxy for Tie and Dowel Bar Installation 1) Epoxy bars as shown on the Drawings. 2) Use only drilling operations that do not damage the surrounding operations. 3) Blow out drilled holes with compressed air. 4) Completely fill the drilled hole with approved epoxy before inserting the tie bar into the hole. 5) Install epoxy grout and bar at least 6 inches embedded into concrete. F. Joints 1. Joints shall be placed where shown on the Drawings or where directed by the City. 2. The plane of all joints shall make a right angle with the surface of the pavement. 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 4. Joint Dimensions a. The width of the joint shall be shown on the Drawings, creating the joint sealant reservoir. b. The depth of the joint shall be shown on the Drawings. c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's recommendations. d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement surface at the center of the joint. 5. Transverse Expansion Joints a. Expansion joints shall be installed perpendicularly to the surface and to the centerline of the pavement at the locations shown on the Drawings, or as approved by the City. b. Joints shall be of the design width, and spacing shown on the Drawings, or as approved by the City. c. Dowel bars, shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Support dowel bars with dowel baskets. e. Dowels shall restrict the free opening and closing of the expansion join and shall not make planes of weaknesses in the pavement. f. Greased Dowels for Expansion Joints. 1) Coat dowels with a thin film of grease or other approved de -bonding material. 2) Provide dowel caps on the lubricated end of each dowel bar. g. Proximity to Existing Structures. When the pavement is adjacent to or around existing structures, expansions joints shall be constructed in accordance with the details shown on the Drawings. 6. Transverse Contraction Joints a. Contraction or dummy joints shall be installed at the locations and at the intervals shown on the Drawings. b. Joints shall be of the design width, and spacing shown on the Drawings, or as approved by the City. c. Dowel bars, shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Joints shall be sawed into the completed pavement surface as soon after initial concrete set as possible so that some raveling of the concrete is observed in order for the sawing process to prevent uncontrolled shrinkage cracking. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 32 13 13-16 CONCRETE PAVING Page 16 of 25 e. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of 1/3 inch (1/4 inch permitted if limestone aggregate used) of the actual pavement thickness, or deeper if so indicated on the Drawings. f. Complete sawing as soon as possible in hot weather conditions and within a maximum of 24 hours after saw cutting begins under cool weather conditions. g. If sharp edge joints are being obtained, the sawing process shall be sped up to the point where some raveling is observed. h. Damage by blade action to the slab surface and to the concrete immediately adjacent to the joint shall be minimized. i. Any portion of the curing membrane which has been disturbed by sawing operations shall be restored by spraying the areas with additional curing compound. 7. Transverse Construction Joints a. Construction joints formed at the close of each day's work or when the placing of concrete has been stopped for 30 -minutes or longer shall be constructed by use of metal or wooden bulkheads cut true to the section of the finished pavement and cleaned. b. Wooden bulkheads shall have a thickness of not less than 2 -inch stock material. c. Longitudinal bars shall be held securely in place in a plane perpendicular to the surface and at right angles to the centerline of the pavement. d. Edges shall be rounded to 1/4 inch radius. e. Any surplus concrete on the subgrade shall be removed upon the resumption of the work. 8. Longitudinal Construction Joints a. Longitudinal construction joints shall be of the type shown on the Drawings. 9. Joint Filler a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the Drawings. b. Redwood Board joints shall be used for all pavement joints except for expansion joints that are coincident with a butt joint against existing pavements. c. Boards with less than 25 -percent of moisture at the time of installation shall be thoroughly wetted on the job. d. Green lumber of much higher moisture content is desirable and acceptable. e. The joint filler shall be appropriately drilled to admit the dowel bars when required. f. The bottom edge of the filler shall extend to or slightly below the bottom of the slab. The top edge shall be held approximately 1/2 inch below the finished surface of the pavement in order to allow the finishing operations to be continuous. g. The joint filler may be composed of more than one length of board in the length of joint, but no board of a length less than 6 foot may be used unless otherwise shown on the Drawings. h. After the removal of the side forms, the ends of the joints at the edges of the slab shall be carefully opened for the entire depth of the slab. 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details and as specified in Section 32 13 73. Materials shall generally be handled and applied according to the manufacturer's recommendations as specified in Section 32 13 73. i i CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 s 3213 13-17 CONCRETE PAVING Page 17 of 25 1 G. Placing Concrete 2 1. Unless otherwise specified in the Drawings, the finished pavement shall be 3 constructed monolithically and constructed by machined laid method unless 4 impractical. 5 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 6 shall be distributed to the required depth and for the entire width of the pavement 7 by shoveling or other approved methods. 8 3. Any concrete not placed as herein prescribed within the time limits in the following 9 table will be rejected. Time begins when the water is added to the mixer. 10 Temperature — Time Requirements 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 y 31 32 33 Concrete Temperature at point ofplacement) Max Time — minutes no retarding agent) Max Time — minutes with retarding agent)' Non -Agitated Concrete All temperatures 45 45 Agitated Concrete Above 90°F Time may be reduced by city 75 Above 75°F thru 90°F 60 90 75°F and Below 60 120 1 Normal dosage of retarder. 4. Rakes shall not be used in handling concrete. 5. At the end of the day, or in case of unavoidable interruption or delay of more than 30 minutes or longer to prevent cold joints, a transverse construction joint shall be placed in accordance with 3.4.F.7 of this Section. 6. Honeycombing a. Special care shall be taken in placing and spading the concrete against the forms and at all joints and assemblies so as to prevent honeycombing. b. Excessive voids and honeycombing in the edge of the pavement, revealed by the removal of the side forms, may be cause for rejection of the section of slab in which the defect occurs. H. Finishing 1. Machine a. Tolerance Limits 1) While the concrete is still workable, it shall be tested for irregularities with a 10 foot straightedge placed parallel to the centerline of the pavement so as to bridge depressions and to touch all high spots. 2) Ordinates measured from the face of the straightedge to the surface of the pavement shall at no place exceed 1/16 inch -per -foot from the nearest point of contact. 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater than 1/8 inch. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 32 13 13-18 CONCRETE PAVING Page 18 of 25 1 4) Any surface not within the tolerance limits shall be reworked and 2 refinished. 3 b. Edging 4 1) The edges of slabs and all joints requiring edging shall be carefully tooled 5 with an edger of the radius required by the Drawings at the time the 6 concrete begins to take its "set" and becomes non -workable. 7 2) All such work shall be left smooth and true to lines. 8 2. Hand 9 a. Hand finishing permitted only in intersections and areas inaccessible to a 10 finishing machine. 11 b. When the hand method of striking off and consolidating is permitted, the 12 concrete, as soon as placed, shall be approximately leveled and then struck off 13 with screed bar to such elevation above grade that, when consolidated and 14 finished, the surface of the pavement shall be at the grade elevation shown on 15 the Drawings. 16 c. A slight excess of material shall be kept in front of the cutting edge at all times. 17 d. The straightedge and joint finishing shall be as prescribed herein. 18 3. Integrally Colored Concrete Finish 19 a. Integrally Colored Concrete Finish: After final floating, apply a hand -trowel 20 finish followed by a broom finish to concrete. 21 1) Burlap Finish: Drag a seamless strip of damp burlap across float -finished 22 concrete, perpendicular to line of traffic, to provide a uniform, gritty 23 texture. 24 2) Medium -to -Fine -Textured Broom Finish: Draw a soft bristle broom across 25 float -finished concrete surface, perpendicular to line of traffic, to provide a 26 uniform, fine -line texture. 27 3) Medium -to -Coarse -Textured Broom Finish: Provide a coarse finish by 28 striating float -finished concrete surface 1/16 to 1/8 inch (1.6 to 3 mm) deep 29 with a stiff -bristled broom, perpendicular to line of traffic. 30 b. See also Section 03 35 13 31 I. Curing 32 1. The curing of concrete pavement shall be thorough and continuous throughout the 33 entire curing period. 34 2. Failure to provide proper curing as herein prescribed shall be considered as 35 sufficient cause for immediate suspension of the paving operations. 36 3. The curing method as herein specified does not preclude the use of any of the other 37 commonly used methods of curing, and the City may approve another method of 38 curing if so requested by the Contractor. 39 4. If any selected method of curing does not afford the desired results, the City shall 40 have the right to order that another method of curing be instituted. 41 5. After removal of the side forms, the sides of the slab shall receive a like coating 42 before earth is banked against them. 43 6. The solution shall be applied, under pressure with a spray nozzle, in such a manner 44 as to cover the entire surfaces thoroughly and completely with a uniform film. 45 7. The rate of application shall be such as to ensure complete coverage and shall not 46 exceed 20 -square -yards -per -gallon of curing compound. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 3213 13-19 CONCRETE PAVING Page 19 of 25 1 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free 2 from cracks or pinholes, and shall not disintegrate, check, peel or crack during the 3 curing period. 4 9. If for any reason the seal is broken during the curing period, it shall be immediately 5 repaired with additional sealing solution. 6 10. When tested in accordance with ASTM C 156 Water Retention by Concrete Curing 7 Materials, the curing compound shall provide a film which shall have retained 8 within the test specimen a percentage of the moisture present in the specimen when 9 the curing compound was applied according to the following. 10 11. Contractor shall maintain and properly repair damage to curing materials on 11 exposed surfaces of concrete pavement continuously for a least 72 hours. 12 J. Monolithic Curbs 13 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried 14 back from the paving mixer, shall be placed within 20 -minutes after being mixed. 15 2. After the concrete has been struck off and sufficiently set, the exposed surfaces 16 shall be thoroughly worked with a wooden flat. 17 3. The exposed edges shall be rounded by the use of an edging tool to the radius 18 indicated on the Drawings. 19 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 20 K. Alley Paving 21 1. Alley paving shall be constructed in accordance with the specifications for concrete 22 paving hereinbefore described, in accordance with the details shown on the 23 Drawings, and with the following additional provisions: 24 a. Alley paving shall be constructed to the typical cross sections shown on the 25 Drawings. 26 b. Transverse expansion joints of the type shown on the Drawings shall be 27 constructed at the property line on each end of the alley with a maximum 28 spacing of 600 feet. 29 c. Transverse contraction and dummy joints shall be placed at the spacing shown 30 on the Drawings. 31 d. Contraction and dummy joints shall be formed in such a manner that the 32 required joints shall be produced to the satisfaction of the City. 33 e. All joints shall be constructed in accordance with this specification and filled 34 in accordance with the requirement of Section 32 13 73. 35 L. Pavement Leaveouts 36 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 37 provided at location indicated on the Drawings or as directed by the City. 38 2. The extent and location of each leaveout required and a suitable crossover 39 connection to provide for traffic movements shall be determined in the field by the 40 City. 41 M. Texturin Stamping CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 32 13 13-20 CONCRETE PAVING Page 20 of 25 1 1. Mat Stamping: While initially finished concrete is plastic, accurately align and 2 place stamp mats in sequence. Uniformly load mats and press into concrete to 3 produce required imprint pattern and depth of imprint on concrete surface. Remove 4 stamp mats immediately. Hand stamp edges and surfaces unable to be imprinted by 5 stampmats. 6 a. Remove unembedded release agent no fewer than three days after stamping 7 concrete. High pressure wash surface and joint patterns, taking care not to 8 damage stamped concrete. Control, collect, and legally dispose of runoff. 9 2. Tool Stamping: While initially finished concrete is plastic, cover surface with 10 polyethylene fihn, stretch taut to remove wrinkles, lap sides and ends 3 inches (75 11 mm), and secure to edge forms. Lightly broom surface to remove air bubbles. 12 Accurately align and place stamp tools in sequence and tamp into concrete to _ 13 produce required imprint pattern and depth of imprint on concrete surface. Remove 14 stamp tools immediately. Hand stamp edges and surfaces unable to be imprinted by 15 stamp tools. Unroll and remove polyethylene film immediately after tool stamping_ 16 a. AntiquinA eng_t: Apply over liquid release agent according to manufacturer's 17 written instructions. 18 3. Roller Texturing: While initially finished concrete is plastic, cover surface with 19 polyethylene film, stretch taut to remove wrinkles, lap sides and ends 3 inches (75 20 mm), and secure to edge forms. Lightly broom surface to remove air bubbles. 21 Accurately align roller and repeat rolling operation to produce required imprint 22 pattern and depth of imprint on concrete surface. Hand stamp surfaces inaccessible " 23 to roller. Unroll and remove polyethylene film immediately after roller stamping_ 24 a. Antiquing Agent: Apply over liquid release agent according to manufacturer's 25 written instructions. — 26 N. Decorative Concrete Pavement Schedule 27 a. Textured/Stamped Decorative Cement Concrete Pavement, in natural stone 28 pattern (submit sample to City for Approval) 29 1) Locations indicated on plans. 30 a) Coloring Method: Integrally colored 31 (1) Color: As noted on plans and in Section 03 35 19 — 32 b) Imprinting Method: Stamped. 33 (1) Median Areas: 34 (a) Textures and Patterns: European Field Stone, Random — 35 Interlocking Pattern (447A) by Scofield or approved equal. 36 (b) Color Pigment: As noted in Section 03 35 19 37 (c) Release Agents: Scofield, Antiquing Relase — 0266 Ash 38 White, by Scofield, or approved equal. 39 (2) Truck Apron Areas: 40 (a) Textures and Patterns: Brick Herringbone Pattern (2570) bv 41 Scofield, or approved equal. 42 (b) Color Pigment: As noted in Section 03 35 19 43 (c) Release Agents: Scofield, Antiquing Relase — A-26 Brick Red 44 by Scofield, or approved N4ual. 45 O. Mow Strips 46 1. Mow Strips shall be constructed to the typical cross sections shown on the 47 Drawings. 48 2. Expansion joints shall be provided at all connections to adjacent curbs or pavement. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 32 13 13-21 CONCRETE PAVING Page 21 of 25 1 3. All joints shall be constructed in accordance with this specification. 2 4. Concrete to be 3000 PSI, trowel finish 3 3.5 REPAIR 4 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as 5 specified in Section 32 0129. 6 3.6 RE -INSTALLATION [NOT USED] - 7 3.7 SITE QUALITY CONTROL 8 A. Concrete Placement 9 1. Place concrete using a fully automated paving machine. Hand paving only 10 permitted in areas such as intersections where use of paving machine is not 11 practical 12 a. All concrete pavement not placed by hand shall be placed using a fully 13 automated paving machine as approved by the City. 14 b. Screeds will not be allowed except if approved by the City. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 B. Testing of Materials 1. Samples of all materials for test shall be made at the expense of the City, unless otherwise specified in the special provisions or in the Drawings. 2. In the event the initial sampling and testing does not comply with the specifications, all subsequent testing of the material in order to determine if the material is acceptable shall be at the Contractor's expense at the same rate charged by the commercial laboratories. 3. All testing shall be in accordance with applicable ASTM Standards and concrete testing technician must be ACI certified or equivalent. C. Pavement Thickness Test 1. Upon completion of the work and before final acceptance and final payment shall be made, pavement thickness test shall be made by the City. 2. The number of tests and location shall be at the discretion of the City, unless otherwise specified in the special provisions or on the Drawings. 3. The cost for the initial pavement thickness test shall be the expense of the City. 4. In the event a deficiency in the thickness of pavement is revealed during normal testing operations, subsequent tests necessary to isolate the deficiency shall be at the Contractor's expense. 5. The cost for additional coring test shall be at the same rate charged by commercial laboratories. 6. Where the average thickness of pavement in the area found to be deficient in thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be made at an adjusted price as specified in the following table. Deficiency in Thickness Determined by Cores Proportional Part Of Contract Price Inches Allowed 0.00-0.20 100 percent CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3213 13-22 CONCRETE PAVING Page 22 of 25 0.21-0.30 Percent of Contract Price Allowed 80 percent 0.31-0.40 Greater Than 10 percent - Not More Than 15 percent 70 percent 0.41-0.50 0 -percent or removed and replaced at the entire cost and expense of Contractor as directed by City 60 percent 7. Any area of pavement found deficient in thickness by more than 0.50 inch but not more than 0.75 inch or 1/10 of the thickness specified on the Drawings, whichever is greater, shall be evaluated by the City. 8. If, in the judgment of the City the area of such deficiency should not be removed and replaced, there shall be no payment for the area retained. 9. If, in the judgment of the City, the area of such deficiency warrants removal, the area shall be removed and replaced, at the Contractor's entire expense, with concrete of the thickness shown on the Drawings. 10. Any area of pavement found deficient in thickness by more than 0.75 inch or more than 1/10 of the plan thickness, whichever is greater, shall be removed and replaced, at the Contractor's entire expense, with concrete of the thickness shown on the Drawings. 11. No additional payment over the contract unit price shall be made for any pavement of a thickness exceeding that required by the Drawings. D. Pavement Strength Test 1. During the progress of the work the City shall provide trained technicians to cast test cylinders for conforming to ASTM C31, to maintain a check on the compressive strengths of the concrete being placed. 2. After the cylinders have been cast, they shall remain on the job site and then transported, moist cured, and tested by the City in accordance with ASTM C31 and ASTM C39. 3. In each set, 1 of the cylinders shall be tested at 7 days, 2 cylinders shall be tested at 28 days, and 1 cylinder shall be held or tested at 56 days, if necessary. 4. If the 28 day test results indicate deficient strength, the Contractor may, at its option and expense, core the pavement in question and have the cores tested by an approved laboratory, in accordance with ASTM C42 and ACI 318 protocol, except the average of all cores must meet 100 percent of the minimum specified strength, with no individual core resulting in less than 90 percent of design strength, to override the results of the cylinder tests. 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not meet minimum specified strength, additional cores shall be taken to identify the limits of deficient concrete pavement at the expense of the Contractor. 6. Cylinders and/or cores must meet minimum specified strength. Pavement not meeting the minimum specified strength shall be subject to the money penalties or removal and placement at the Contractor's expense as show in the following table. Percent Deficient Percent of Contract Price Allowed Greater Than 0 percent - Not More Than 10 percent 90 -percent Greater Than 10 percent - Not More Than 15 percent 80 -percent Greater Than 15 percent 0 -percent or removed and replaced at the entire cost and expense of Contractor as directed by City CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 i 32 13 13-23 CONCRETE PAVING Page 23 of 25 1 7. The amount of penalty shall be deducted from payment due to Contractor; such as 2 penalty deducted is to defray the cost of extra maintenance. -� 3 8. The strength requirements for structures and other concrete work are not altered by 4 the special provision. 5 9. No additional payment over the contract unit price shall be made for any pavement -- 6 of strength exceeding that required by the Drawings and/or specifications. 7 E. Cracked Concrete Acceptance Policy 8 1. If cracks exist in concrete pavement upon completion of the project, the Project 9 Inspector shall make a determination as to the need for action to address the 10 cracking as to its cause and recommended remedial work. 11 2. If the recommended remedial work is routing and sealing of the cracks to protect 12 the subgrade, the Inspector shall make the determination as to whether to rout and 13 seal the cracks at the time of final inspection and acceptance or at any time prior to 14 the end of the project maintenance period. The Contractor shall perform the routing 15 and sealing work as directed by the Project Inspector, at no cost to the City, 16 regardless of the cause of the cracking. 17 3. If remedial work beyond routing and sealing is determined to be necessary, the 18 Inspector and the Contractor will attempt to agree on the cause of the cracking. If 19 agreement is reached that the cracking is due to deficient materials or workmanship, 20 the Contractor shall perform the remedial work at no cost to the City. Remedial 21 work in this case shall be limited to removing and replacing the deficient work with 22 new material and workmanship that meets the requirements of the contract. 23 4. If remedial work beyond routing and sealing is determined to be necessary, and the ` 24 Inspector and the Contractor agree that the cause of the cracking is not deficient 25 materials or workmanship, the City may request the Contractor to provide an 26 estimate of the cost of the necessary remedial work and/or additional work to 27 address the cause of the cracking, and the Contractor will perform that work at the 28 agreed-upon price if the City elects to do so. 29 5. If remedial work is necessary, and the Inspector and the Contractor cannot agree on 30 the cause of the cracking, the City may hire an independent geotechnical engineer 31 to perform testing and analysis to determine the cause of the cracking. The 32 contractor will escrow 50 percent of the proposed costs of the geotechnical contract 33 with the City. The Contractor and the City shall use the services of a geotechnical 34 firm acceptable to both parties. 35 6. If the geotechnical engineer determines that the primary cause of the cracking is the 36 Contractor's deficient material or workmanship, the remedial work will be 37 performed at the Contractor's entire expense and the Contractor will also reimburse 38 the City for the balance of the cost of the geotechnical investigation over and above 39 the amount that has previously been escrowed. Remedial work in this case shall be 40 limited to removing and replacing the deficient work with new material and 41 workmanship that meets the requirements of the contract. 42 7. If the geotechnical engineer determines that the primary cause of the cracking is not 43 the Contractor's deficient material or workmanship, the City will return the 44 escrowed funds to the Contractor. The Contractor, on request, will provide the City 45 an estimate of the costs of the necessary remedial work and/or additional work and 46 will perform the work at the agreed-upon price as directed by the City. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 32 13 13-24 CONCRETE PAVING Page 24 of 25 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 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 _ r.. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 2 i A'! iF 3213 13-25 CONCRETE PAVING Page 25 of 25 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 1.2.A — Modified items to be included in price bid 05/21/2014 Doug Rademaker 2.2.D — Modified to clarify acceptable fly ash substitution in concrete paving CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 ,.. Revised December 20, 2012 3291 19-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Pagel of 3 1 SECTION 32 9119 2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish and place topsoil to the depths and on the areas shown on the Drawings. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. 2.2 Materials 9 C. Related Specification Sections include but are not necessarily limited to 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 11 Contract 12 2. Division 1 - General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Measurement 16 a. Measurement for this Item shall be by cubic yard of Topsoil in place. 17 2. Payment 18 a. The work performed and materials furnished in accordance with this Item and 19 measured as provided under "Measurement" will be paid for at the unit price 20 bid per cubic yard of Topsoil. 21 b. All excavation required by this Item in cut sections shall be measured in 22 accordance with provisions for the various excavation items involved with the 23 provision that excavation will be measured and paid for once, regardless of the 24 manipulations involved. 25 3. The price bid shall include: 26 a. Furnishing Topsoil 27 b. Loading 28 c. Hauling 29 d. Placing 30 1.3 REFERENCES [NOT USED] 31 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 32 1.5 ACTION SUBMITTALS [NOT USED] 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 34 1.7 CLOSEOUT SUBMITTALS [NOT USED] 35 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 36 1.9 QUALITY ASSURANCE [NOT USED] 37 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 38 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 i 3291 19-2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 1.12 WARRANTY [NOT USED] 2 PART2- PRODUCTS 3 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Tepseil 'Enriched Top Soil" by Soil Building Solutions and meet the following 6 conditions (or approved equal) 7 1. Use easily cultivated, fertile topsoil that: 8 a. Is free from objectionable material including subsoil, weeds, clay lumps, non - 9 soil materials, roots, stumps or stones larger than 1.5 inches 10 b. Has a high resistance to erosion 11 c. Is able to support plant growth 12 d. Is at least 25% organic material. 13 2. Secure topsoil from approved sources. 14 3. Topsoil is subject to testing by the City. 15 4. . pH 6.0-6.5 16 5. Liquid Limit: 50 or less 17 6. Plasticity Index: 20 or less 18 7. The particle sizes shall 19 be such that 98.5% of the topsoil will pass through a 1/2 inch screen, and 99% more 20 shall pass through a 3/4 inch screen. 21 8. Topsoil shall be reviewed/approved by owner/landscape architect prior to 22 installation. Contractor to submit samples in 1 gal (min.) container. 23 B. Water: Clean and free of industrial wastes and other substances harmful to the growth 24 of vegetation 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION [NOT USED] 31 3.4 INSTALLATION 32 A. Finishing of Parkways 33 1. Smoothly shape parkways, shoulders, slopes, and ditches. 34 2. Cut parkways to finish grade prior to the placing of any improvements in or 35 adjacent to the roadway. 36 3. In the event that unsuitable material for parkways is encountered, extend the depth 37 of excavation in the parkways 6 inches and backfill with top soil. 38 4. Make standard parkway grade perpendicular to and draining to the curb line. i CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 3291 19-3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 a. Minimum: 1/4 inch per foot b. Maximum: 4:1 c. City may approve variations from these requirements in special cases. 5. Whenever the adjacent property is lower than the design curb grade and runoff drains away from the street, the parkway grade must be set level with the top of the curb. 6. The design grade from the parkway extends to the back of the walk line. 7. From that point (behind the walk), the grade may slope up or down at maximum slope of 4:1. B. Placing of Topsoil 1. Spread the topsoil to a uniform loose cover at the thickness specified. 2. Place and shape the topsoil as directed. 3. Hand rake finish a minimum of 5 feet from all flatwork. 4. Tamp the topsoil with a light roller or other suitable equipment. 3.5 REPAIR/RESTORATION] [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 329213-1 HYDROMULCHING, SEEDING AND SODDING Pagel of 8 1 SECTION 32 92 13 2 HYDROMULCHING, SEEDING AND SODDING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, 7 or as directed. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Section 1.2.A.I.c 10 2. Section 1.2.A.I.c 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 3. Section 32 91 19 — Topsoil Placement and Finishing of Parkways 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Block Sod Placement .. 18 a. Measurement 19 1) Measurement for this Item shall be by the square yard of Block Sod placed. 20 b. Payment 21 1) The work performed and materials furnished in accordance with this Item 22 and measured as provided under "Measurement" will be paid for at the unit 23 price bid per square yard of Block Sod placed. 24 c. The price bid shall include: 25 1) Furnishing and placing all sod 26 2) Rolling and tamping 27 3) Watering and mowing (until Final Acceptance) 28 4) Disposal of surplus materials 29 2. Seeding 30 a. Measurement 31 1) Measurement for this Item shall be by the square yard of Seed spread. 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 square yard of Seed placed for various installation methods. 36 c. The price bid shall include: -- 37 1) Furnishing and placing all Seed 38 2) Furnishing and applying water for seed fertilizer 39 3) Slurry and hydraulic mulching _ 40 4) Fertilizer 41 5) Watering and mowing (until Final Acceptance) 42 6) Disposal of surplus materials CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised September 12, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 329213-2 HYDROMULCHING, SEEDING AND SODDING Page 2 of 8 3. Mowing a. Measurement 1) Measurement for this Item shall per each. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each. 1.3 REFERENCES [NOT USED] 1.4 ADMNISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS A. Seed 1. Vendors' certification that seeds meet Texas State seed law including: a. Testing and labeling for pure live seed (PLS) b. Name and type of seed 2. All seed shall be tested in a laboratory with certified results presented to the City in writing, prior to planting. 3. All seed to be of the previous season's crop and the date on the container shall be within 12 months of the seeding date. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A. Block Sod 1. Protect from exposure to wind, sun and freezing. 2. Keep stacked sod moist. B. Seed 1. If using native grass or wildflower seed, seed must have been harvested within 100 miles of the construction site. 2. Each species of seed shall be supplied in a separate, labeled container for acceptance by the City. C. Fertilizer 1. Provide fertilizer labeled with the analysis. 2. Conform to Texas fertilizer law. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised September 12, 2013 ,, 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 329213-3 HYDROMULCHING, SEEDING AND SODDING Page 3 of 8 2.2 MATERIALS AND EQUIPMENT A. Materials 1. Block Sod a. Sod Varieties (match existing if applicable) 1) "Stenotaphrum secundatum" (St. Augustine grass) 2) "Cynodon dactylon" (Common Bermudagrass) 3) 'Buchloe dactyloides" (Buffalograss) 4) an approved hybrid of Common Bermudagrass 5) or an approved Zoysiagrass b. Sod must contain stolons, leaf blades, rhizomes and roots. c. Sod shall be alive, healthy and free of insects, disease, stones, undesirable foreign materials and weeds and grasses deleterious to its growth or which might affect its subsistence or hardiness when transplanted. d. Minimum sod thickness: 3/4 inch e. Maximum grass height: 2 inches £ Acceptable growing beds 1) St. Augustine grass sod: clay or clay loam topsoil 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils g. Dimensions 1) Machine cut to uniform soil thickness. 2) Sod shall be of equal width and of a size that permits the sod to be lifted, handled and rolled without breaking. h. Broken or torn sod or sod with uneven ends shall be rejected. 2. Seed a. General 1) Plant all seed at rates based on pure live seed (PLS) a) Pure Live Seed (PLS) determined using the formula: (1) Percent Pure Live Seed = Percent Purity x [(Percent Germination + Percent Firm or Hard Seed) + 100] 2) Availability of Seed a) Substitution of individual seed types due to lack of availability may be permitted by the City at the time of planting. b) Notify the City prior to bidding of difficulties locating certain species. 3) Weed seed a) Not exceed ten percent by weight of the total of pure live seed (PLS) and other material in the mixture b) Seed not allowed: (1) Johnsongrass (2) Nutgrass seed 4) Harvest seed within 1 -year prior to planting b. Non-native Grass Seed 1) Plant between April 15 and September 10 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 25 Bermuda (unhulled) cynodon dactylon 85 90 75 Bermuda (hulled) cynodon dactylon 95 90 2) Plant between September 10 and April 15 CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised September 12, 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 329213-4 HYDROMULCHING, SEEDING AND SODDING Page 4 of 8 Lbs. Common Name Botanical Name Purity Germination PLS/Acre Leptochloa dubia (percent) (percent) 220 Rye Grass lolium multiorum 85 90 75 Bermuda (unhulled) cynodon dactylon 95 90 c. Native Grass Seed 1) Plant between February 1 and October 1. Lbs. PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestein* Schizachyrium scoparium 17.0 Buffalograss Buchloe dactyloides 1.8 Indian Grass* Sorghastrum nutans 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bluestein Andropogon gerardii 8.0 Eastern Grama Tripscacum dactyloides 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatum 10.0 Prairie Wildrye* Elymus canadensis d. Wildflower Seed 1) Plant between the following: a) March 5 and May 31 b) September 1 and December 1 Lbs. PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Asclepias tuberosa 2.0 Clasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden - Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verbena bipinnatifda 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatifida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea *not to be planted within ten feet of a road or parking lot or within three feet of a walkway e. Temporary Erosion Control Seed 1) Consist of the sowing of cool season plant seeds. 3. Mulch a. For use with conventional mechanical or hydraulic planting of seed. b. Wood cellulose fiber produced from virgin wood or recycled paper -by-products (waste products from paper mills or recycled newspaper). CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised September 12, 2013 — 329213-5 HYDROMULCHING, SEEDING AND SODDING Page 5 of 8 1 c. No growth or germination inhibiting factors. 2 d. No more than ten percent moisture, air dry weight basis. 3 e. Additives: binder in powder form. 4 f. Form a strong moisture retaining mat. 5 4. Fertilizer 6 a. Acceptable condition for distribution 7 b. Applied uniformly over the planted area 8 c. Analysis 9 1) 16-20-0 10 2) 16-8-8 11 d. Fertilizer rate: 12 1) Not required for wildflower seeding 13 2) Newly established seeding areas - 100 pounds of nitrogen per acre 14 3) Established seeding areas - 150 pounds of nitrogen per acre 15 5. Topsoil: See Section 32 91 19. 16 6. Water: clean and free of industrial wastes or other substances harmful to the 17 germination of the seed or to the growth of the vegetation. 18 7. Soil Retention Blanket 19 a. "Curlex P' from American Excelsior, 900 Ave. H East, Post Office Box 5624, 20 Arlington, Texas 76001, 1 -800 -777 -SOIL or approved equal. 21 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL [NOT USED] 24 PART 3 - EXECUTION [NOT USED] 25 3.1 INSTALLERS [NOT USED] 26 3.2 EXANIINATION [NOT USED] 27 3.3 PREPARATION 28 A. Surface Preparation: clear surface of all material including: 29 1. Stumps, stones, and other objects larger than one inch. 30 2. Roots, brush, wire, stakes, etc. 31 3. Any objects that may interfere with seeding or maintenance. 32 B. Tilling 33 1. Compacted areas: till 1 inch deep 34 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less 35 seed/water run-off 36 3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees. 37 3.4 INSTALLATION 38 A. Block Sodding 39 1. General 40 a. Place sod between curb and walk and on terraces that is the same type grass as 41 adjacent grass or existing lawn. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised September 12, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 329213-6 HYDROMULCHING, SEEDING AND SODDING Page 6 of 8 b. Plant between the average last freeze date in the spring and 6 weeks prior to the average first freeze in the fall. 2. Installation a. Plant sod specified after the area has been completed to the lines and grades shown on the Drawings with 6 inches of topsoil. b. Use care to retain native soil on the roots of the sod during the process of excavating, hauling and planting. c. Keep sod material moist from the time it is dug until planted. d. Place sod so that the entire area designated for sodding is covered. e. Fill voids left in the solid sodding with additional sod and tamp. f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform slope. g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the firm earth in areas that may slide due to the height or slope of the surface or nature of the soil. 3. Watering and Finishing a. Furnish water as an ancillary cost to Contractor by means of temporary metering / irrigation, water truck or by any other method necessary to achieve an acceptable stand of turf as defined in 3.13.13. b. Thoroughly water sod immediately after planted. c. Water until established. d. Generally, an amount of water that is equal to the average amount of rainfall plus 1/2 inch per week should be applied until accepted. If applicable, plant large areas by irrigation zones to ensure areas are watered as soon as they are planted. B. Seeding 1. General a. Seed only those areas indicated on the Drawings and areas disturbed by construction. b. Mark each area to be seeded in the field prior to seeding for City approval. 2. Broadcast Seeding a. Broadcast seed in 2 directions at right angles to each other. b. Harrow or rake lightly to cover seed. c. Never cover seed with more soil than twice its diameter. d. For wildflower plantings: 1) Scalp existing grasses to 1 inch 2) Remove grass clippings, so seed can make contact with the soil. 3. Mechanically Seeding (Drilling): a. Uniformly distribute seed over the areas shown on the Drawings or as directed. b. All varieties of seed and fertilizer may be distributed at the same time provided that each component is uniformly applied at the specified rate. c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type drill. d. Drill on the contour of slopes e. After planting roll with a roller integral to the seed drill, or a corrugated roller of the "Cultipacker" type. f. Roll slope areas on the contour. 4. Hydromulching CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised September 12, 2013 low i 329213-7 HYDROMULCHING, SEEDING AND SODDING Page 7 of 8 1 a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that: 2 1) Mixture is uniformly suspended to form a homogenous slurry. 3 2) Mixture forms a blotter -like ground cover impregnated uniformly with 4 grass seed. 5 3) Mixture is applied within 30 minutes after placed in the equipment. - 6 b. Placing 7 1) Uniformly distribute in the quantity specified over the areas shown on the 8 Drawings or as directed. 9 5. Fertilizing: uniformly apply fertilizer over seeded area. 10 6. Watering 11 a. Furnish water by means of temporary metering / irrigation, water truck or by 12 any other method necessary to achieve an acceptable stand of turf as defined in 13 3.13.B. 14 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. 15 c. Water as direct by the City at least twice daily for 14 days after seeding in such 16 a manner as to prevent washing of the slopes or dislodgement of the seed. 17 d. Water until final acceptance. 18 e. Generally, an amount of water that is equal to the average amount of rainfall 19 plus 1/2 inch per week should be applied until accepted. 20 3.5 REPAUVRESTORATION [NOT USED] 21 3.6 RE -INSTALLATION [NOT USED] 22 3.7 FIELD QUALITY CONTROL [NOT USED] 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE 29 A. Block Sodding 30 1. Water and mow sod until completion and final acceptance of the Project or as 31 directed by the City. 32 2. Sod shall not be considered finally accepted until the sod has started to peg down 33 (roots growing into the soil) and is free from dead blocks of sod. 34 B. Seeding 35 1. Water and mow sod until completion and final acceptance of the Project or as 36 directed by the City. 37 2. Maintain the seeded area until each of the following is achieved: 38 a. Vegetation is evenly distributed 39 b. Vegetation is free from bare areas 40 3. Turf will be accepted once fully established. 41 a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow 42 cycle performed by the Contractor prior to consideration of acceptance by the 43 City. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised September 12, 2013 329213-8 HYDROMULCHING, SEEDING AND SODDING Page 8 of 8 1 C. Rejection 2 1. City may reject block sod or seeded area on the basis of weed populations. 3 3.14 ATTACHMENTS [NOT USED] 4 END OF SECTION _ 5 6 Revision Log DATE NAME SUMMARY OF CHANGE i i i CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised September 12, 2013 .., 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 32 93 43 TREES AND SHRUBS 329343-1 TREES AND SHRUBS Pagel of 8 5 A. Section Includes: 6 1. Tree and shrub planting and maintenance within street right-of-way and easements. 7 2. Tree removal and transplant is to be performed in accordance with Section 31 10 00 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. 1.12 - Warranty 10 2. 2.2.3c - Topsoil Products 11 3. 3.13.A - Maintenance Period 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 31 10 00 — Site Clearing 16 4. Section 32 92 13 - Hydromulching, Seeding and Sodding 17 5. Section 32 91 19 - Topsoil Placement and Finishing of Parkways 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Plant Tree 21 a. Measurement 22 1) Measurement for this Item shall be per each by caliper inch. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under "Measurement" will be paid for at the unit 26 price bid per each tree to be Planted by caliper inch. 27 c. The price bid shall include: 28 1) Furnishing and installing trees 29 2) Hauling 30 3) Grading and backfilling 31 4) Excavation 32 5) Fertilization 33 6) Water 34 7) Removing and disposing of surplus material 35 1.3 REFERENCES 36 A. Reference Standards 37 1. Reference standards cited in this specification refer to the current reference standard 38 published at the time of the latest revision date logged at the end of this 39 specification, unless a date is specifically cited. 40 2. American National Standards Institute (ANSI): CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 329343-2 TREES AND SHRUBS Page 2 of 8 1 a. ANSI Z60.1, American Standard for Nursery Stock 2 3. Hortus Third, The Staff of the L.H. Bailey Hortorium. 1976. MacMillan Publishing 3 Co., New York. 4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 5 1.5 ACTION SUBMITTALS [NOT USED] 6 1.6 INFORMATIONAL SUBMITTALS 7 A. Tree data: Submit certification from supplier that each type of tree conforms to 8 specification requirements. 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Coordination 13 1. Coordinate with City Forester prior to beginning construction activities adjacent to 14 or that will impact existing trees and shrubs. 15 B. Qualifications 16 1. Landscaper specialized in landscape and planting work 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 C. Substitutions 1. Not permitted unless approved by City when specified planting material is not obtainable a. Submit proof of non-availability together with proposal for use of equivalent material. b. Substitutions of larger size or better grade than specified will be allowed upon approval by City Forester, but with no increase in unit price. 1.10 DELIVERY, STORAGE, AND HANDLING A. Do not remove container grown stock from containers before time of planting. B. Delivery and Acceptance Requirements 1. Ship trees with Certificates of Inspection as required by governing authorities. 2. Label each tree and shrub with securely attached waterproof tag bearing legible designation of botanical and common name. 3. Use protective covering during delivery. 4. Deliver packaged materials in fully labeled original containers showing weight, analysis and name of manufacturer. C. Storage and Handling Requirements 1. Protect materials from deterioration during delivery, and while stored at Site. 2. Do not prune prior to installation. 3. Do not bend or bind -tie trees or shrubs in such manner as to damage bark, break branches, or destroy natural shape. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 w 329343-3 TREES AND SHRUBS Page 3 of 8 1 1.11 FIELD CONDITIONS [NOT USED] 2 1.12 WARRANTY 3 A. Warranty Period: 12foenths- 2years after job acceptance 4 B. Warrant trees against defects including: 5 1. Death 6 2. Unsatisfactory growth 7 3. Loss of shape due to improper pruning, maintenance, or weather conditions 8 C. Plumb leaning trees during warranty period. 9 D. Remove and replace trees found to be dead during warranty period. 10 E. Remove and replace trees which are in doubtful condition at end of warranty period, or 11 when approved by City, extend warranty period for trees for full growing season. 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 14 2.2 MATERIALS 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 1. General a. Plants shall be true to species and variety specified, grown under climatic conditions similar to those in the locality of the project for at least 2 years and have been freshly dug during the most recent favorable harvest season. b. All plant names and descriptions are as defined in Hortus Third. c. All plants are to be grown and harvested in accordance with the American Standard for Nursery Stock. d. Unless approved by the City Forester, plants shall have been grown in a latitude not more than 200 miles north or south of the latitude of the project unless the provenance of the plant can be documented to be compatible with the latitude and cold hardiness zone of the planting location. 2. Trees a. Provide container grown trees which are straight and symmetrical and have persistently preferred main leader. b. Mark the tree's north orientation in the nursery for all deciduous trees grown in the field with a 1 -inch diameter spot of white paint on the tree trunk within the bottom twelve inches of the trunk. c. Crown shall be in good overall proportion to entire height of tree with branching configuration as recommended by ANSI Z60.1 for type and species specified. d. Trees designated as balled and burlapped (B&B) shall be properly dug with firm, natural balls of soil retaining as many fibrous roots as possible, in sizes and shapes as specified in the American Standard for Nursery Stock. Balls shall be firmly wrapped with nonsynthetic, rottable burlap and secured with nails and heavy, nonsynthetic, rottable twine. The root collar shall be apparent at surface of ball. Trees with loose, broken, processed, or manufactured root balls will not be accepted, except with special written approval before planting. e. Where clump is specified, furnish plant having minimum of three stems originating from common base at ground line. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 329343-4 TREES AND SHRUBS Page 4 of 8 f. Measure trees by average caliper of trunk as follows: 1) For trunks up to 4 inches or less in diameter, measure caliper 6 inches above top of root ball. 2) For trunks more than 4 inches, measure caliper 12 inches above top of root ball. 3) Caliper measurements a) By diameter tape measure b) Indicated calipers on Drawings are minimum c) Averaging of plant caliber: not permitted g. Trees shall conform to following requirements: 1) Healthy 2) Vigorous stock 3) Grown in recognized nursery 4) Free of: a) Disease b) Insects c) Eggs d) Larvae e) Defects such as: (1) Knots (2) Sun -scald (3) Injuries (4) Abrasions (5) Disfigurement (6) Borers and infestations 3. Soil Products a. Topsoil: See 32 91 19. b. Peat moss, mulch and fertilizer: Use material recommended by City Forester for establishment of healthy stock after replanting. 4. Stakes and Guys a. Provide minimum 8 -foot long steel T -stakes and 1 inch wide plastic tree chains. b. Where applicable for anchoring trees, use wood deadmen: 1) Minimum: 2 -inch by 4 -inch stock 2) Minimum: 36 inches long and buried 3 feet. 3) Provide white surveyor's plastic tape for flagging tree guys. 5. Tree Wrap, Twine and Seal a. Wrap 1) First quality 2) Bituminous impregnated tape 3) Corrugated or crepe paper, specifically manufactured for tree wrapping and having qualities to resist insect infestation b. Twine 1) Lightly tarred, medium -coarse sisal (lath) yarn 2) Do not use nails or staples to fasten wrapping c. Seal: Commercially available tree wound dressing specifically produced for use in sealing tree cuts and wounds 6. Water: clean and free of industrial wastes or other substances harmful to the growth of the tree ... CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 329343-5 TREES AND SHRUBS Page 5 of 8 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL 3 A. Notify City, prior to installation, of location where trees that have been selected for 4 planting may be inspected. 5 B. Plant material will be inspected for compliance with following requirements. 6 1. Genus, species, variety, size and quality 7 2. Size and condition of balls and root systems, insects, injuries and latent defects 8 PART 3 - EXECUTION [NOT USED] 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAlVIINATION [NOT USED] 11 3.3 PREPARATION 12 A. General 13 1. Schedule work so that planting can proceed rapidly as portions of site become 14 available. 15 2. Plant trees after final grades are established and prior to seeding or sodding. 16 3. When planting of trees occurs after seeding work, protect seeded areas and 17 promptly repair damage to seeded areas resulting from tree planting operations in 18 compliance with requirements of Section 32 92 13. 19 4. Layout individual trees at locations shown on Drawings. 20 5. In case of conflicts, notify City before proceeding with work. 21 6. Stake trees for City approval. 22 B. Preparation of Planting Soil 23 1. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other 24 extraneous materials harmful or toxic to plant growth. 25 2. Strip and utilize 4 inch layer of top soil from existing ground. 26 3. Delay mixing of fertilizer when planting will not follow placing of planting soil 27 within 48 hours. 28 4. Incorporate amendments into soil as part of soil preparation process prior to fine 29 grading, fertilizing, and planting. 30 5. Broadcast or spread amendments evenly at specified rate over planting area. 31 6. Thoroughly incorporate amendments into top 3 or 4 inches of soil until 32 amendments are pulverized and have become homogeneous layer of topsoil ready 33 for planting. 34 3.4 INSTALLATION 35 A. Planting 36 1. Excavate pits, beds, or trenches with vertical sides and with bottom of excavation 37 raised minimum of 6 inches at center for proper drainage. 38 2. Provide following minimum widths: 39 a. 15 gallon containers or larger, 2 feet wider than diameter of root ball CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 329343-6 TREES AND SHRUBS Page 6 of 8 1 b. 1 and 5 gallon containers, 6 inches wider than diameter of root ball 2 3. When conditions detrimental to plant growth are encountered, such as 3 unsatisfactory soil, obstructions, or adverse drainage conditions, notify City before 4 planting. 5 4. Deliver trees after preparations for planting have been completed and plant 6 immediately. 7 5. When planting is delayed more than 6 hours after delivery 8 a. Set trees and shrubs in shade. 9 b. Protect from weather and mechanical damage. 10 c. Keep roots moist by covering with mulch, burlap, or other acceptable means of 11 retaining moisture, and water as needed. 12 6. Lift plants only from the bottom of the root balls or with belts or lifting harnesses of 13 sufficient width not to damage the root balls. Do not lift trees by their trunk as a 14 lever in positioning or moving the tree in the planting area. 15 7. Remove plastic, paper, or fibrous pots from the containerized plant material. Pull 16 roots out of the root mat, and cut circling roots with a sharp knife. Loosen the 17 potting medium and shake away from the root mat. Immediately after removing the 18 container, install the plant such that the roots do not dry out. Pack planting mix 19 around the exposed roots while planting. 20 8. Cut ropes or strings from the top of root balls and trees after plant has been set. 21 Remove burlap or cloth wrapping and any wire baskets from around top half of 22 balls. Do not turn under and bury portions of burlap at top of ball. Set balled and 23 burlapped trees in the hole with the north marker facing north. 24 9. Set root ball on undisturbed soil in center of pit or trench and plumb plant. 25 10. Place plants at level that, after settlement, natural relationship of plant crown with 26 ground surface will be established. 27 11. When set, place additional backfill around base and sides of ball, and work each 28 layer to settle backfill and eliminate voids and air pockets. 29 12. When excavation is approximately 2/3 full, water thoroughly before placing 30 remainder of backfill. 31 13. Repeat watering until no more water is absorbed. 32 14. Dish top of backfill to allow for mulching. 33 15. Mulch pits, trenches and planted areas. 34 a. All trees, shrubs and other plantings will be mulched with mulch previously 35 approved by the City Forester. The mulch on trees and shrubs shall be to the 36 depths shown on the drawing. Mulch must not be placed within 3 inches of the 37 trunks of trees and shrubs. 38 16. Provide 2 to 4 inch thickness of mulch, work into top of backfill, and finish level 39 with adjacent finish grades. 40 17. Cover entire root ball. 41 18. Prune CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 i i 329343-7 TREES AND SHRUBS Page 7 of 8 1 a. Plants shall not be heavily pruned at the time of planting. Pruning is required at 2 planting to correct defects in the tree structure, including removal of injured 3 branches, double leaders, watersprouts, suckers, and interfering branches. 4 Healthy lower branches and interior small twigs should not be removed except 5 as necessary to clear walks and roads. In no case should more than 1/4 of the 6 branching structure be removed. Retain the normal shape of the plant. 7 b. All pruning shall be completed using clean sharp tools. All cuts shall be clean 8 and smooth, with the bark intact with no rough edges or tears. 9 c. Except in circumstances dictated by the needs of specific pruning practices, tree 10 paint shall not be used. The use of tree paint shall be only upon approval of the 11 City Forester. Tree paint, when required, shall be paint specifically formulated 12 and manufactured for horticultural use. 13 19. Prune trees to retain required height and spread. 14 20. Do not cut tree leaders, and remove only injured and dead branches from flowering 15 trees. 16 21. Remove and replace excessively pruned or misformed stock resulting from 17 improper pruning. 18 22. Inspect tree trunks for injury, improper pruning and insect infestation and take 19 corrective measures. 20 23. Guy and stake trees immediately after planting. 21 B. Moving Existing Trees 22 1. Coordinate tree moving and replanting with City Forester during dormant growth 23 season. 24 2. Provide tree spade of adequate size as directed by City Forester. 25 3.5 REPAIIURESTORATION [NOT USED] 26 3.6 RE -INSTALLATION [NOT USED] 27 3.7 FIELD QUALITY CONTROL 28 A. City may reject unsatisfactory or defective material at anytime during progress of work. 29 B. Remove rejected trees immediately from site and replace with specified materials. 30 C. Plant material not installed in accordance with these Specifications will be rejected. 31 D. An inspection to determine final acceptance will be conducted by City at end of 12 32 month maintenance period. 33 E. Warranty periods provided for in paragraph 1.12A. 34 3.8 SYSTEM STARTUP [NOT USED] 35 3.9 ADJUSTING [NOT USED] 36 3.10 CLEANING 37 A. During planting work, keep pavements clean and work area in orderly condition. 38 B. Dispose of excess soil and waste in approved location. 4 39 C. Waste Material Disposal: On-site burning of combustible cleared materials shall not be 40 permitted. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 329343-8 TREES AND SHRUBS Page 8 of 8 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION 3 A. Protect planting work and materials from damage due to planting operations. 4 B. Maintain protection during installation and maintenance period. 5 C. Treat, repair, or replace damaged planting work. 6 3.13 MAINTENANCE 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 A. Maintenance Period shall be 12 fnef4hs 2 years after final acceptance. B. During the maintenance period if a work schedule and frequency are not shown on the Drawings, perform the minimum requirements shown below: I. Water trees to full depth a minimum of once each week or as required to maintain healthy, vigorous growth. 2. Prune, cultivate, and weed as required for healthy growth. 3. Restore planting saucers. 4. Tighten and repair stake and guy supports, and reset trees and shrubs to proper grades or vertical position as required. 5. Restore or replace damaged wrappings. 6. Spray as required to keep trees and shrubs free of insects and disease. 7. Contractor shall replace any plant that does not survive. It shall be replaced as soon as it is determined no longer alive. Contractor is to maintain new plants as described above until growth is established and maintenance period expires unless waived by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1. LA — Payment Items removed for tree removal and transplantation; these Items are to be performed in accordance with Section 31 10 00. 12/20/2012 D. Johnson 3.13.A — modified maintenance period to begin 12 months after final acceptance 3.13.13— Modified maintenance period requirements CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised December 20, 2012 347113-1 TRAFFIC CONTROL Pagel of6 1 SECTION 34 7113 2 TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. 1.2.A.4 Detour Route 9 2. 1.2.A.5 Temporary Asphalt Pavement Installation & Removal 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. Installation of Traffic Control Devices 16 a. Measurement 17 1) Measurement for Traffic Control Devices shall be per month for the Project 18 duration. 19 a) A month is defined as 30 calendar days. 20 b. Payment 21 1) The work performed and materials furnished in accordance with this Item 22 and measured as provided under "Measurement" shall be paid for at the unit 23 price bid for "Traffic Control". 24 c. The price bid shall include: 25 1) Traffic Control implementation 26 2) Installation 27 3) Maintenance 28 4) Adjustments 29 5) Replacements 30 6) Removal 31 7) Police assistance during peals hours 32 2. Portable Message Signs 33 a. Measurement 34 1) Measurement for this Item shall be per week for the duration of use. 35 b. Payment 36 1) The work performed and materials "furnished in accordance to this Item and 37 measured as provided under "Measurement" shall be paid for at the unit price 38 bid per week for "Portable Message Sign' rental. 39 c. The price bid shall include: 40 1) Delivery of Portable Message Sign to Site 41 2) Message updating 42 3) Sign movement throughout construction CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised November 22, 2013 347113-2 TRAFFIC CONTROL Page 2 of 6 1 4) Return of the Portable Message Sign post -construction 2 3. Preparation of Traffic Control Plan Details 3 a. Measurement 4 1) Measurement for this Item be per each Traffic Control Detail prepared. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this Item 7 shall be paid for at the unit price bid per each "Traffic Control Detail" 8 prepared. 9 c. The price bid shall include: 10 1) Preparing the Traffic Control Plan Details for closures of 24 hours or 11 longer 12 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices 13 (TMUTCD) 14 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 15 4) Incorporation of City comments 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 4. Detour Route a. Measurement 1) Measurement for this Item be per each detour route installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Detour Route" installed. c. The price bid shall include: 1) Traffic Control Signage Implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7) Coordination with TxDOT and any permits required. 5. Temporary Asphalt Pavement Installation & Removal a. Measurement 1) Measurement for this Item will be in SY of temporary asphalt installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per SY of temporary asphalt installed. The Contractor will not be paid separately for the removal of the asphalt. That is considered subsidiary to the installation. c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing (if needed) 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches (if needed) 7) Tack coat (if needed) 8) Removal and/or sweeping excess material CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised November 22, 2013 OM 347113-3 TRAFFIC CONTROL Page 3 of 6 1 9) Removal of installed temporary asphalt pavement 2 3 1.3 REFERENCES 4 A. Reference Standards 5 1. Reference standards cited in this Specification refer to the current reference 6 standard published at the time of the latest revision date logged at the end of this 7 Specification, unless a date is specifically cited. 8 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 9 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of 10 Transportation, Standard Specifications for Construction and Maintenance of 11 Highways, Streets, and Bridges. 12 1.4 ADNIINISTRATWE REQUIREMENTS 13 A. Coordination 14 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to 15 implementing Traffic Control within 500 feet of a traffic signal. 16 B. Sequencing 17 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 18 approved by the City and design Engineer before implementation. 19 1.5 SUBNHTTALS 20 A. Provide the City with a current list of qualified flaggers before beginning flagging 21 activities. Use only flaggers on the qualified list. 22 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 23 Engineering Division, 311 W. 10th Street. The Traffic Control Plan (TCP) for the 24 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. 25 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 26 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 27 Engineer. 28 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 29 Specifications. The Contractor will be responsible for having a licensed Texas 30 Professional Engineer sign and seal the Traffic Control Plan sheets. 31 E. Lane closures 24 hours or longer shall require a site-specific traffic control plan. 32 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 33 changes to the Traffic Control Plan(s) developed by the Design Engineer. 34 G. Design Engineer will furnish standard details for Traffic Control. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised November 22, 2013 3471 13-4 TRAFFIC CONTROL Page 4 of 6 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS 9 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 10 2.2 ASSEMBLIES AND MATERIALS 11 A. Description 12 1. Regulatory Requirements 13 a. Provide Traffic Control Devices that conform to details shown on the 14 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control 15 Device List (CWZTCDL). 16 2. Materials 17 a. Traffic Control Devices must meet all reflectivity requirements included in the 18 TMUTCD and TxDOT Specifications — Item 502 at all times during 19 construction. 20 b. Electronic message boards shall be provided in accordance with the TMUTCD. 21 2.3 ACCESSORIES [NOT USED] 22 2.4 SOURCE QUALITY CONTROL [NOT USED] 23 PART 3 - EXECUTION 24 3.1 EXAMINATION [NOT USED] 25 3.2 PREPARATION 26 A. Protection of In -Place Conditions 27 1. Protect existing traffic signal equipment. 28 3.3 INSTALLATION 29 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 30 the Drawings and as directed. 31 B. Install Traffic Control Devices straight and plumb. 32 C. Do not make changes to the location of any device or implement any other changes to 33 the Traffic Control Plan without the approval of the Engineer. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised November 22, 2013 i i i 3471 13-5 TRAFFIC CONTROL Page 5 of 1 1. Minor adjustments to meet field constructability and visibility are allowed. R 2 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 3 1. Corrective action includes but is not limited to cleaning, replacing, straightening, 4 covering, or removing Devices. 5 2. Maintain the Devices such that they are properly positioned, spaced, and legible, 6 and that retroreflective characteristics meet requirements during darkness and rain. 7 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal 8 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, 9 lights, signs, or other precautionary measures for the protection of persons or property), the 10 Inspector may order such additional precautionary measures be taken to protect persons 11 and property. 12 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by 13 or in conflict with the proposed method of handling traffic or utility adjustments, can be 14 constructed during any phase. 15 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 16 distance of drivers entering the highway from driveways or side streets. 17 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may 18 be erected and mounted on portable supports. 19 1. The support design is subject to the approval of the Engineer. 20 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 21 J. If at any time the existing traffic signals become inoperable as a result of construction 22 operations, the Contractor shall provide portable stop signs with 2 orange flags, as 23 approved by the Engineer, to be used for Traffic Control. 24 K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal 25 turn -ons, street light pole installation, or other construction will be done during peals traffic 26 times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). 27 L. Flaggers 28 1. Provide a Contractor representative who has been certified as a flagging instructor 29 through courses offered by the Texas Engineering Extension Service, the American 30 Traffic Safety Services Association, the National Safety Council, or other approved 31 organizations. 32 a. Provide the certificate indicating course completion when requested. 33 b. This representative is responsible for training and assuring that all flaggers are 34 qualified to perform flagging duties. 35 2. A qualified flagger must be independently certified by 1 of the organizations listed 36 above or trained by the Contractor's certified flagging instructor. 37 3. Flaggers must be courteous and able to effectively communicate with the public. 38 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals 39 and follow the flagging procedures set forth in the TMUTCD. 40 5. Provide and maintain flaggers at such points and for such periods of time as may be r 41 required to provide for the safety and convenience of public travel and Contractor's 42 personnel, and as shown on the Drawings or as directed by the Engineer. 43 a. These flaggers shall be located at each end of the lane closure. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised November 22, 2013 3471 13-6 TRAFFIC CONTROL Page 6 of 6 1 DATE M. Removal 2 11/22/13 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights 3 and other Traffic Control Devices used for work -zone traffic handling in a timely 4 manner, unless otherwise shown on the Drawings. 5 3.4 REPAIR / RESTORATION [NOT USED] 6 3.5 RE -INSTALLATION [NOT USED] 7 3.6 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 8 3.7 SYSTEM STARTUP [NOT USED] 9 3.8 ADJUSTING [NOT USED] ^* 10 3.9 CLEANING [NOT USED] 11 3.10 CLOSEOUT ACTIVITIES [NOT USED] 12 3.11 PROTECTION [NOT USED] 13 3.12 MAINTENANCE [NOT USED] 14 3.13 ATTACHMENTS [NOT USED] 15 16 END OF SECTION 17 18 Revision Log DATE NAME SUNEWARY OF CHANGE 11/22/13 S. Arnold Added police assistance, requirement for when a site specific TCP is required CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised November 22, 2013 fto am L7 L� W--� on APPENDIX 10 GC -4.01 Availability of Lands GC -4.02 Subsurface and Physical Conditions GG 4.04 Under-gretmd Faeilifies GG 4.06 Hazafdeus Llnvir-enmefAal Conditien at Sit GC -6.06.13 Minority and Women Owned Business Enterprise Compliance .� GC -6.07 Wage Rates GG 6.09 PeFmits and Util4ies GG 6.24 Nendiser-ifnination GR -01 60 00 Product Requirements as W W w CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 to GC -4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK .. CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 CAUSE NO. 2017-007491-3 CITY OF FORT WORTH § CONDEMNATION PROCEEDINGS V. § HEB GROCERY COMPANY, LP; § REDWOOD ROYALTIES, LLC; § NOBLE ROYALTIES ACCESS FUND § VI, LP; SAULBLUE LP; STEVEN § ELLIS PATTERSON; LARRY § IN THE COUNTY COURT BEARD; THE UNKNOWN HEIRS § AND LEGAL REPRESENTATIVES § OF THE ESTATE OF WALTER T. § HUDSON; NORMA G. HUDSON; § WALTER HEATH HUDSON; HOLLY § HAYS HUDSON ROBERSON; § ONCOR ELECTRIC DELIVERY § COMPANY LLC; XTO ENERGY § AT LAW NO.3 INC.; CITY OF FORT WORTH; § TARRANT COUNTY, TEXAS; § TARRANT COUNTY REGIONAL § WATER DISTRICT; TARRANT § COUNTY HOSPITAL DISTRICT; § TARRANT COUNTY COLLEGE § DISTRICT; AND NORTHWEST § INDEPENDENT SCHOOL DISTRICT. § TARRANT COUNTY, TEXAS POSSESSION AND USE AGREEMENT I. PARTIES This Possession and Use Agreement ("Agreement") is made by and between the Landowner, HEB Grocery Company, LP (hereinafter referred to as "HEB"), and the City of Fort Worth (hereinafter referred to as the "City"). HEB Grocery Company, LP and the City of Fort Worth are collectively known as the "Parties." II. RECITALS WHEREAS, the City has determined that it is necessary to acquire a fee simple interest in 0.789 acres for right of way and 0.937 acres for a temporary construction easement from a portion of HEB's property, by negotiation or condemnation, as part of its construction, widening and expansion of the Bonds Ranch Road Corridor in w accordance with the City's Bonds Ranch Road Corridor Improvement Project from US 287/81 to FM 156/Blue Mound Road (the Project); WHEREAS, the property being acquired is more specifically described in Exhibits "A," `B," "C" and "D" attached hereto and incorporated herein (the Property); WHEREAS, the Property will be used specifically for public improvements related to the construction, widening and expansion of the Bonds Ranch Road Corridor (i.e. intersection improvements, sidewalks, drainage, grading, curb and gutter replacement, street lights, and utility relocation associated with the project); WHEREAS, the City filed its Original Petition in condemnation on November 29, 2017, and scheduled the matter for a hearing before the Special Commissioners on March 19, 2018, in Tarrant County, Texas, in order to gain a writ of possession allowing it to take immediate possession of the Property after depositing the Award of the Commissioners in the registry of the Court; WHEREAS, HEB desires a continuance of the scheduled Special Commissioners' Hearing until a later date, and has requested that the City cancel the hearing until a future date to be determined by the Parties; WHEREAS, the City desires to have a right of entry upon, and possession of, the property for the purposes of the Project, and HEB desires to cancel and reschedule the POSSESSION AND USE AGREEMENT-HEB Grocery Company, LP, et al PAGE 2 Special Commissioners' Hearing to a later date, the Parties have agreed to enter into this Agreement; WHEREAS, HEB is agreeable to permit the City, including its employees, agents, contractors, successors and assigns and, specifically, including franchise and non- franchise utility companies (collectively, the "Authorized Parties") the right to enter upon and take possession of the Property so that the Authorized Parties may use, and the City may possess, the Property to the same effect as if (i) negotiations had been completed and conveyance of the Property to City had been irrevocably made or, alternatively, (ii) a Special Commissioners' Hearing had been held in a condemnation proceeding and the award of the Special Commissioners and necessary deposits and bonds had been deposited and filed with the Court; and WHEREAS, HEB specifically agrees that it waives any and all of its rights to challenge the City's right to take the Property or file any other jurisdictional challenges, and the City recognizes and acknowledges that HEB's consent to the entry upon and possession of the Property by the Authorized Parties shall not be construed as a waiver of V HEB's right to seek additional compensation, if any, for the taking of the Property. III. AGREEMENT NOW, THEREFORE, in consideration of the above -stated recitals, which are incorporated herein for all purposes, HEB hereby consents and agrees to allow the Authorized Parties the right to enter upon, and the City to take irrevocable possession of, the Property. The right of entry upon and possession of the Property is conditioned strictly upon the following: POSSESSION AND USE AGREEMENT-HEB Grocery Company, LP, et al PAGE 3 1. The Authorized Parties shall have the right of entry upon, and the City shall take possession of, the Property on the date this Agreement is signed by the duly authorized representative of HEB and the duly authorized representative of the City. 2. The grant herein made shall not prejudice, in any way, HEB's right to seek additional compensation, if any, through negotiation or eminent domain proceedings for the City's proposed acquisition of tfie Property. 3. This right of entry and possession is irrevocable by the Landowner, HEB. 4. If the City and HEB are unable to agree to adequate compensation for the Property, plus damages to the remainder, if any, prior to a Special Commissioners' hearing, the City and Landowner agree to work together, in compliance with the applicable laws in the setting of a Special Commissioners' hearing and the City shall tender the sum of the Award of Special Commissioners' to the registry of the court within 60 (sixty) days of said hearing. 5. HEB specifically agrees that it waives any challenge to the City's right to take the Property and any other jurisdictional challenge. - 6. HEB understands and agrees that the Authorized Parties have the right to alter, demolish, remove and/or relocate any improvement located within the Property. 7. HEB and the City agree that if any portion of this Agreement is deemed to _ be illegal, invalid or unenforceable, such illegal, invalid or unenforceable provision shall not affect the legality, validity or enforceability of the remainder of this Agreement. POSSESSION AND USE AGREEMENT-HEB Grocery Company, LP, et al PAGE 4 _ 8. HED and the City agree that Texas law governs this Agreement and all obligations of the Parties are performable in Tarrant County, Texas. 9. HED and the City agree that the rights defined in the City's live Petition supersede the rights contained in this Agreement and the rights defined in the Petition will govern the relationship of the Parties. Upon final judgment or upon the execution of a deed conveying the Property to the City, the rights defined in said judgment or deed will be the final, sole and exclusive rights acquired by the City. Notwithstanding the foregoing, HEB agrees that the City's right to irrevocably possess the Property and NEB's waiver of any and all of its rights to challenge the City's right to take the Property, and any other jurisdictional challenge, will not be superseded and shall be considered irrevocably and permanently binding on Landowner HEB and will continue to run with the land. HEB GROCERY COMPANY, LP r By: ! HEB Grocry Co an LP Date: / 141.E APPROVED AS TO FORM AND LEGALITY: aeaC4( �� Christopher M. Clou Attorney at Law Attorney for HEB Grocery Company, LP THE CITY OF FORT WORTH Assistant City Manager Date: APPROVED AS TO FORM AND LEGALITY: Benjamin J. Sampract Sr. Assistant City Attorney Attorney for City of Fort Worth [ACKNOWLEDGEMENTS APPEAR ON THE FOLLOWING PAGE] POSSESSION AND USE AGREEMENT HEB Grocery Company, LP, et at PAGE 5 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF UWAL § BEFORE ME, the undersir ped, a notary public in and for the State of Texas,_ on anis day Ply aPP am, �• �Cpf� in the capacity as ViC2 �tCstd4n4- if r fs for HEH Grocery Company, LP who being by me first duly sworn on oath, deposed and said that he has read the foregoing Possession and Use Agreement and acknowledged to me that he executed it for the purposes and consideration therein expressed on behalf of HEB Grocery Company, LP in his official capacity. _ GIVEN UNDER MY HAND AND SEAL OF OFFICE, this j t -` day of Mot eh 2018. - No ublic in and for The Slitte of Texas ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned, a notary public in and for the State of Texas, on this day personally appeared Susan Alanis in the capacity of Assistant City Manager of the City of Fort Worth, who being by me first duly sworn on oath, deposed and said that she has read the foregoing Possession and Use Agreement and acknowledged to me that she executed it for the purposes and consideration therein expressed on behalf of the City of Fort Worth in her official capacity. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of 2018. Notary Public in and for The State of Texas POSSESSION AND USE AGREEMENT-HF.B Grocery Company, LP, et al PAGE 6 MW WE ME EW ME do S. HEB and the City agree that Texas law governs this Agreement and all obligations of the Parties are performable in Tarrant County, Texas. 9. HEB and the City agree that the rights defined in the City's live Petition supersede the rights contained in this Agreement and the rights defined in the Petition will govern the relationship of the Parties. Upon final judgment or upon the execution of a deed conveying the Property to the City, the rights defined in said judgment or deed will be the final, sole and exclusive rights acquired by the City. Notwithstanding the foregoing, HEB agrees that the City's right to irrevocably possess the Property and NEB's waiver of any and all of its rights to challenge the City's right to take the Property, and any other. jurisdictional challenge, will not be superseded and shall be considered irrevocably and permanently binding on Landowner HEB and will continue to run with the land. HEB GROCERY COMPANY, LP .r By: ., HEB Grocery Company, LP Date: APPROVED AS TO FORM AND i LEGALITY: i Christopher M. Clough Attorney at Law Attorney for HEB Grocery Company, LP THE CITY OF FORT WORTH By. A t City Manager Date: 3 ,1 13 APPROVED AS TO FORM AND LEGALITY: Benj J. Sampract Sr. Assistant City Attorney Attorney for City of Fort Worth [ACKNOWLEDGEMENTS APPEAR ON THE FOLLOWING PAGE] POSSESSION AND USE AGREEMENT-HEB Grocery Company, LP, et al PAGE 5 STATE OF TEXAS s s NM_M_s ACKNOWLEDGEMENT z 0 BEFORE ME, the undersigned, a notary public in and for the State of Texas, on this day personally appeared in the capacity as for HEB Grocery Company, LP who being by me first duly sworn on oath, deposed and said that he has read the foregoing Possession and Use Agreement and acknowledged to me that he executed it for the purposes and consideration therein expressed on behalf of HEB Grocery Company, LP in his official capacity. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of 2018. Notary Public in and for The State of Texas ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, a notary public in and for the State of Texas, on this day personally appeared Susan Alanis in the capacity of Assistant City Manager of the City of Fort Worth, who being by me first duly sworn on oath, deposed and said that she has read the foregoing Possession and Use Agreement and acknowledged to me that she executed it for the purposes and consideration therein expressed on behalf of the City of Fort Worth in her official capacity. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of 2018. "Y" < MARIA S.SAN CHEZ Not*Y Public in and. for My Notary ID # 2256490 The�tate of Texas :�. •+: Expires December 19, 2021 O P t . POSSESSION AND USE AGREEMENT-HEB Grocery Company, LP, et al PAGE 6 BONDS RANCH ROAD CORRIDOR IMPROVEMENTS PARCEL No.1 CITY PROJECT No. 100273 200 E. BONDS RANCH RD W. REDFIELD SURVEY, ABSTRACT No. 1348 EXHIBIT "A" Being a 0.789 acre tract of land situated in the W. Redfield Survey, Abstract No. 1348, City of Fort Worth, Tarrant County, Texas, said 0.789 acre tract of land being a portion of an 18.278 acre tract of land (by deed) deeded to HEB Grocery Company, LP as recorded in County Clerk's File No. D215273 645 of the Deed Records of Tarrant County, Texas, said 0.789 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod with cap stamped "A.N.A." found for the northeast corner of said 18.278 acre of land, said 5/8 inch iron rod with cap stamped "A.N.A." being the northwest corner of a 5.100 acre tract of land (by deed) deeded to Kevin Jones, James G. Duvall and Michele Duvall as recorded in County Clerk's File No. D204307457 of said Deed Records of Tarrant County, Texas, said 5/8 inch iron rod with cap stamped "A.N.A." also being in the existing south right-of-way line of E. Bonds Ranch Road (a variable width right-of-way); THENCE South 00 degrees 06 minutes 00 seconds East, with the east line of said 18.278 acre tract of land and with the west line of said 5.100 acre tract of land, a distance of 13.09 feet to a right-of-way marker set for corner in the proposed south right-of-way line of said E. Bonds Ranch Road; THENCE South 89 degrees 45 minutes 00 seconds West, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 269.46 feet to a right-of-way marker set for corner; THENCE South 81 degrees 26 minutes 32 seconds West, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 114.45 feet to a right-of-way marker set for corner; THENCE South 74 degrees 37 minutes 25 seconds West, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 11.39 feet to a right-of-way. marker set for corner; THENCE South 63 degrees 42 minutes 55 seconds West, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 88.55 feet to a right-of-way marker set for corner; THENCE South 89 degrees 45 minutes 00 seconds West, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 68.82 feet to a right-of-way marker set for corner; Exhibit A Page 1 of 3 THENCE North 53 degrees 15 minutes 48 seconds West, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 97.03 feet to a right-of-way marker set for comer; THENCE South 89 degrees 45 minutes 00 seconds West, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 393.93 feet to a right-of-way marker set for corner; THENCE South 80 degrees 29 minutes 03 seconds West, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance'of 97.92 feet to a right-of-way marker set for corner; THENCE South 56 degrees 29 minutes 14 seconds West, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 23.47 feet to a right-of-way marker set for comer; THENCE South 30 degrees 43 minutes 11 seconds West, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 23.93 feet to a right-of-way marker set for corner; THENCE South 04 degrees 20 minutes 59- seconds West, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 62.25 feet to a right-of-way marker set for the intersection of the proposed south right-of-way line of said E. Bonds Ranch Road with the existing northeast right-of-way line of U.S. Highway 287 (a variable width right-of-way), said right-of-way marker also being in the southwest line of said 18.278 acre tract of land; THENCE North 42 degrees 22 minutes 40 seconds West, with the southwest line of said 18.278 acre tract of land and with the existing northeast right-of-way line of said U.S. Highway 287, a distance of 139.45 feet to a Type II monument found for the most westerly northwest corner of said 18.278 acre tract of land; THENCE North 23 degrees 21 minutes 42 seconds East, with the west line of said 18.278 acre tract of land and with the existing northeast right-of-way line of said U.S. Highway 287, a distance of 22.93 feet to a point for the most easterly northwest corner of said 18.278 acre tract of land, said point being the intersection of the existing south right- of-way line of said E. Bonds Ranch Road with the existing northeast right-of-way line of said U.S. Highway 287, from which a 5/8 inch iron rod with cap (illegible) found for reference bears South 30 degrees 11 minutes 38 seconds West, a distance of 0.22 i feet; THENCE North 89 degrees 45 minutes 20 seconds East, with the north line of said x8.278 acre tract of land and with the existing south right-of-way line of said E. Bonds Ranch Road, a distance of 1231.49 feet to the POINT OF BEGINNING and containing 34,380 square feet or 0.789 acres of land, more or less. Exhibit A Page 2 of 3 Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) ROW markers along proposed right-of-way line are a 5/8 inch iron rod set with blue cap stamped "GORRONDONA" unless otherwise noted. (3) All bearings and coordinates are referenced to the Texas Coordinate System, NAD -83, The North Central Zone 4202, all distances and areas shown are surface. Date: December 14, 2016 Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 Exhibit A Page 3 of 3 OF r �P4�G,�ERF+9� CURTIS SMITH V5494 .Css+ �-L� SUR` w z J 2 U F - Q ACQUISITION LOCATION SUBJECT TRACT & LOCATION OF ACQUISITION EXHIBIT "B " PARCEL No. 1 H. ROBERTSON SURVEY ABSTRACT No. 1259 TRACT 1 45.623 ACRES (BY DEED) LRM—PTM PARTNERS. L.P. C.C.F. No. No. D213065552 D.R.T.C.T. IFND'5/8"IR W/CA EXISTING STAMPED "A.N.A" RIGHT—OF—WAY N 89'45'20"E 1231.49' :::...... sEr R.o.w. S 89'45'00"W 269.46 SET R.0A `2 MARKER MARKER PROPOSED RIGHT—OF—WAY RIGHT—OF—WAY ACQUISITION AREA 34,380 SQ. FT. OR 0.789 ACRES 18.278 ACRES (BY DEED) HEB GROCERY COMPANY, LP C.C.F. No. No. D215273645 D.R.T.C.T. W. REDFIELD SURVEY ABSTRACT No. 1348 LINE TABLE LINE BEARING IDISTANCE L-1 S 00'06 00 E 1 13.09 L-2 S 81'26 33 W 114.45' E. BONDS RANCH ROAD (A VARIABLE WIDTH RIGHT—OF—WAY) L-1 5.100 ACRES (BY DEED) 0.807 ACRES (BY DEED) I KEVIN JONES, JAMES. G. DUVALL I DEBORAH D BELLOWS AND MICHELE DUVALL VOLUME 15530, PAGE 156 C.C.F. No. No. D204307457I D.R.T.C.T. D.R.T.C.T. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ROW MARKERS ALONG PROPOSED RIGHT—OF—WAY LINE ARE A 5/8' IRON ROD SET WITH BLUE CAP STAMPED "GORRONDONA" UNLESS OTHERWISE NOTED. 3. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD -83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. 100 50 0 100 SCALE IN FEET F.xhihit R PaaP 1 of 3 ORTWORT City of Fort Worth G 1000 THROCKMORTON STREET FORT WORTH, TEXAS 78102 BONDS RANCfI ROAD of CORRIDOR IMPROVEMENTS 0PARCEL NO. 1 1 CITY PROJ. NO. 100273 �� �U.:.U) ................................... RIGHT—OF—WAY ACQUISITION ........ CU TIS SMIT OWNER: HEB GROCERY COMPANY, LP SURVEY: W. REDFIELD SURVEY, ABSTRACT NO. 1348 r' .ppF5494 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS . RIGHT—OF—WAY ACQUISITION AREA: 34,380 SQUARE FEET OR 0.789 ACRES DEED S WHOLE PROPERTY ACREAGE: 796,187 SQUARE FEET OR 18.278 ACRES (BY ) CURTIS SMITH JOB No. KHA_1608.00 DRAWN BY: JPH CAD FILE: 01—ROW.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE; DECEMBER 14, 2016 EXHIBIT B PAGE 1 OF 3 SCALE: 1" — 100' NO. 5494 TEXAS FIRM No. 10106900 GORRONDONA &ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTF P: � �sTe'• ��-{- 76118 817-498-1424 FAX 817-496-1768 if w z J U EXHIBIT "B " PARCEL No. f ACQUISITION LOCATION w 3 TRACT 1 45.623 ACRES (BY DEED) ISTA E L-2 IS 0 o I LRM-PTM PARTNERS, L.P. C.C.F. No. No. D213065552 D.R.T.C.T. S 74'37 25 11.39 L-4 c� 63-42'55-W SUBJECT TRACT & I W S 89'45 00 W LOCATION OF ACQUISITION L-6 IN 53'15'48"W INE TABLE LINE I BEARING ISTA E L-2 IS 81'26 32 W 114.45 L-3 S 74'37 25 11.39 L-4 IS 63-42'55-W 88.55 L-5 S 89'45 00 W 68.82 L-6 IN 53'15'48"W 97.03 = 3IH. ROBERTSON SURVEY TRACT 2 w 17.586 ACRES (BY DEED) J m ABSTRACT No. 1259 LRM-PTM PARTNERS, L.P. C.C.F. No. No. D213065552 'J D.R.T.C.T. E. BONDS RANCH ROAD (A VARIABLE WIDTH RIGHT—OF—WAY) EXISTING ...—RN 89'45 IGHT-OF-WAY .20 wE 1231.49' ...r—.— . — — — I S 89'45 00 1 1393.93 sE7 R.o.w.1 I I MARKER I I ►`L PROPOSED I I I 1 RIGHT-OF-WAY I 1 SET R.O.W.SET R.O.W. :.. **...... 1 O'ELECTRIC EASEMENT MARKER L MARKER 3o w' I o w VOLUME 3574, PAGE 202 I I 10'ELECTRIC EASEMENT PROPOSED N J o: Y D.R.T.C.T. I I VOLUME 3589, PAGE 517 RIGHT-OF-WAY r D.R.T.C.T. ty IO'ELECTRIC EASEMENT RIGHT-OF-WAY tn 'VOLUME 6443, PAGE 247 ACQUISITION AREA D.R.T.C.T. 34,380 SQ. FT. OR 1 0.789 ACRES �� 18.278 ACRES (BY DEED) W. REDFIELD SURVEY HEB GROCERY COMPANY, LP ABSTRACT No. 1348 C.C.F. No. No. D215273645 D.R.T.C.T. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ROW MARKERS ALONG PROPOSED RIGHT-OF-WAY LINE ARE A 5/8" IRON ROD SET WITH BLUE CAP STAMPED "GORRONDONA" UNLESS OTHERWISE NOTED. 3. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD -83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. otrr WoKr =L NO. 1 —OF—WAY ACQUISITION GROCERY COMPANY. LP 100 50 0 100 SCALE IN FEET City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH. TEXAS 76102 B OND S RANCH ROAD CORRIDOR IMPROVEMENTS CITY PRC SURVEY: W. REDFIELD SURVEY, ABSTRACT NO. 1348 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS RIGHT—OF—WAY ACQUISITION AREA: 34,380 SQUARE FEET OR 0.789 ACRES WHOLE PROPERTY ACREAGE: 796,187 SQUARE FEET OR 18.278 ACRES (B` JOB No. KHA_160B.00 I DRAWN BY: JPH I CAD FILE: 01 -ROW. OF j TeRF0 S 3 CURTIS SMIT x....5494... I.( 0 .4 .. RTIS SMITH `, w _z J U LAND SURVEYOR UAIG: urur-mi 6R 1Y, culo tArilt5i1 tl VAUt Z Ur J ,VRLL: I - IuU NV. 0Y7Yt IIUui.7 rIRM no. IUluoauu GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 • 817-496-1424 FAX 817-496-1768 EXHIBIT "B " PARCEL No. 1 ACQUISITION LOCATION H. ROBERTSON SURVEY \ ABSTRACT No. 1259 SUBJECT TRACT & \ TRACT 2 BACRES LOCATION OF ACQUISITION \ LRM PTMPARTNERS, LP. C.C.F. No. No. D213065552 D.R.T.C.T. APPROXIMATE SURVEY LINE z� E. BONDS RANCH ROAD G FND 5/8"IR W/CAP (A VARIABLE WIDTH RIGHT—OF—WAY) (ILLEGIBLE) BEARS EXISTING • (1 S 30' 11'38"W 0.22' RIGHT-OF-WAY • W L-12 N 89'45'20"E 1231.49' ...::�::..... ...:........ �L�Ojy ......:...:x FND TYPE II . o .. aIMONUMENT L 7 RIGHT—OF—WAY SMA MARKER a M ,per I ACQUISITION AREA �` SET R.O.W. A cri M1 34,380 SQ. FT. OR 1 0 O rn 0.789 ACRES EXISTING ,`:::.. MARKER E M uc ' RIGHT-OF-WAY J (LOP %y SET R.O.W. 0 9J MARKER 0 in 18.278 ACRES (BY DEED) bi HEB GROCERY COMPANY, LP OD I C.C.F. No. No. D215273645 In D.R.T.C.T. jl W. REDFIELD SURVEY ABSTRACT No. 1348 NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ROW MARKERS ALONG PROPOSED RIGHT-OF-WAY LINE ARE A 5/8' IRON ROD SET WITH BLUE CAP STAMPED 'GORRONDONA" UNLESS OTHERWISE NOTED. 3. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD -83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. T9 100 50 0 100 SCALE IN FEET AN w z_ J U Q G FORT WORTH City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 B OND S RANCH ROAD OF , CORRIDOR IMPROVEMENTS PARCEL NO. 1 CITY PROJ. NO. 100273 RIGHT—OF—WAY ACQUISITION » ....»�»...........» »..... CU TIS SMITH OWNER: HEB GROCERY COMPANY, LP »...... ......................»....»... SURVEY: W. REDFIELD SURVEY, ABSTRACT NO. 1348 ' pp� 54S4 :.O LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS RIGHT—OF—WAY ACQUISITION AREA: 34,380 SQUARE FEET OR 0.789 ACRES S WHOLE PROPERTY ACREAGE: 796,187 SQUARE FEET OR 18.278 ACRES BY DEED CUR11S SMITH JOB No. KHA-160B.00 IDRAWN BY: JPH CAD FILE: 01-ROW.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: DECEMBER 14, 2016 1 EXHIBIT B PAGE 3 OF 3 SCALE: 1" a 100' N0. 5494 TEXAS FIRM No. 10105900 GORRONDONA k ASSOCIATES. INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 7611B • 817-496-1424 FAX 817-496-1768 F,xhihit R Paae 3 of 3 LINE TABLE LINE BEARING DISTANCE L-7 S 80'29 03 W 97.92 L-8 S 56'29 14 W 23.47 L-9 S 30'43'11 W 23.93 L-10 S 04!20'59"W 62.25 L-11 N 42'22 40 W 139.45 L-12 N 23'21 42 E 1 22.93 D.R.T.C.T. APPROXIMATE SURVEY LINE z� E. BONDS RANCH ROAD G FND 5/8"IR W/CAP (A VARIABLE WIDTH RIGHT—OF—WAY) (ILLEGIBLE) BEARS EXISTING • (1 S 30' 11'38"W 0.22' RIGHT-OF-WAY • W L-12 N 89'45'20"E 1231.49' ...::�::..... ...:........ �L�Ojy ......:...:x FND TYPE II . o .. aIMONUMENT L 7 RIGHT—OF—WAY SMA MARKER a M ,per I ACQUISITION AREA �` SET R.O.W. A cri M1 34,380 SQ. FT. OR 1 0 O rn 0.789 ACRES EXISTING ,`:::.. MARKER E M uc ' RIGHT-OF-WAY J (LOP %y SET R.O.W. 0 9J MARKER 0 in 18.278 ACRES (BY DEED) bi HEB GROCERY COMPANY, LP OD I C.C.F. No. No. D215273645 In D.R.T.C.T. jl W. REDFIELD SURVEY ABSTRACT No. 1348 NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ROW MARKERS ALONG PROPOSED RIGHT-OF-WAY LINE ARE A 5/8' IRON ROD SET WITH BLUE CAP STAMPED 'GORRONDONA" UNLESS OTHERWISE NOTED. 3. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD -83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. T9 100 50 0 100 SCALE IN FEET AN w z_ J U Q G FORT WORTH City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 B OND S RANCH ROAD OF , CORRIDOR IMPROVEMENTS PARCEL NO. 1 CITY PROJ. NO. 100273 RIGHT—OF—WAY ACQUISITION » ....»�»...........» »..... CU TIS SMITH OWNER: HEB GROCERY COMPANY, LP »...... ......................»....»... SURVEY: W. REDFIELD SURVEY, ABSTRACT NO. 1348 ' pp� 54S4 :.O LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS RIGHT—OF—WAY ACQUISITION AREA: 34,380 SQUARE FEET OR 0.789 ACRES S WHOLE PROPERTY ACREAGE: 796,187 SQUARE FEET OR 18.278 ACRES BY DEED CUR11S SMITH JOB No. KHA-160B.00 IDRAWN BY: JPH CAD FILE: 01-ROW.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: DECEMBER 14, 2016 1 EXHIBIT B PAGE 3 OF 3 SCALE: 1" a 100' N0. 5494 TEXAS FIRM No. 10105900 GORRONDONA k ASSOCIATES. INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 7611B • 817-496-1424 FAX 817-496-1768 F,xhihit R Paae 3 of 3 BONDS RANCH ROAD CORRIDOR IMPROVEMENTS PARCEL No. I TE CITY PROJECT No. 100273 200 E. BONDS RANCH RD W. REDFIELD SURVEY, ABSTRACT No. 1348 EXHIBIT "C" Being a temporary construction easement situated in the W. Redfield Survey, Abstract No. 1348, City of Fort Worth, Tarrant County, Texas, said temporary construction easement being a portion of an 18.278 acre tract of land (by deed) deeded to HEB Grocery Company, LP as recorded in County Clerk's File No. D215273645 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: BEGINNING at a right-of-way marker set for corner in the proposed south right-of-way line of E. Bonds Ranch Road (a variable width right-of-way), said right-of-way marker being in the east line of said 18.278 acre tract of land, said right-of-way marker also being in the west line of a 5.100 acre tract of land (by deed) deeded to Kevin Jones, James G. Duvall and Michele Duvall as recorded in County Clerk's File No. D204307457 of said Deed Records of Tarrant County, Texas, from which a 5/8 inch iron rod with cap stamped "A.N.A." found for the northeast corner of said 18.278 acre of land bears North 00 degrees 06 minutes 00 seconds West, a distance of 13.09 feet, said 5/8 inch iron rod with cap stamped "A.N.A." being the northwest corner of said 5.100 acre tract of land, said 5/8 inch iron rod with cap stamped "A.N.A." also being in the existing south right-of-way line of said E. Bonds Ranch Road; THENCE South 00 degrees 06 minutes 00 seconds East, with the east line of said 18.278 acre tract of land and with the west line of said 5.100 acre tract of land, a distance of 20.00 feet to a point for corner; THENCE South 89 degrees 45 minutes 00 seconds West, a distance of 269.40 feet to a point for corner; THENCE South 76 degrees 07 minutes 44 seconds West, a distance of 110.25 feet to a point for comer; THENCE South 74 degrees 37 minutes 25 seconds West, a distance of 6.73 feet to a point for corner; THENCE South 63 degrees 42 minutes 55 seconds West, a distance of 92.62 feet to a point for corner; THENCE South 89 degrees 45 minutes 00 seconds West, a distance of 85.79 feet to a point for corner; THENCE North 53 degrees 15 minutes 48 seconds West, a distance of 113.65 feet to a point for corner; Exhibit C Page 1 of 3 THENCE South 89 degrees 45 minutes 00 seconds West, a distance of 3 69.0 0 feet to a point for corner; THENCE South 15 degrees 59 minutes 04 seconds West, a distance of 166.07 feet to a point for corner; THENCE South 47 degrees 36 minutes 56 seconds West, a distance of 20.07 feet to a point for corner in the southwest line of said 18.278 acre tract of land, said point also being in the existing northeast right-of-way line of U.S. Highway 287 (a variable width right- of-way); THENCE North 42 degrees 22 minutes 40 seconds West, with the southwest line of said 18.278 - acre tract of land and with the existing northeast right-of-way line of said U.S. Highway 287, a distance of 110.15 feet to a right-of-way marker set for the intersection of the proposed south right-of-way line of said E. Bonds Ranch Road with the existing northeast right-of-way line of said U.S. Highway 287, from which a Type II monument found for the most westerly northwest corner of said 18.278 acre tract of land bears North 42 degrees 22 minutes 40 seconds West, a distance of 139.45 feet; — THENCE North 04 degrees 20 minutes 59 seconds East, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 62.25 feet to a right-of-way marker set for corner; THENCE North 30 degrees 43 minutes 11 seconds East, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 23.93 feet to a right-of-way marker set for corner; THENCE North 56 degrees 29 minutes 14 seconds East, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 23.47 feet to a right-of-way marker set for comer; — THENCE North 80 degrees 29 minutes 03 seconds East, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 97.92 feet to a right-of-way marker set for corner; THENCE North 89 degrees 45 minutes 00 seconds East, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 393.93 feet to a right-of-way marker set for corner; THENCE South 53 degrees 15 minutes 48 seconds East, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 97.03 feet to a right-of-way marker set for corner; — THENCE North 89 degrees 45 minutes 00 seconds East, with *the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 68.82 feet to a right-of-way marker set for corner; Exhibit C Page 2 of 3 THENCE North 63 degrees 42 minutes 55 seconds East, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 88.55 feet to a right-of-way marker set for corner; THENCE North 74 degrees 37 minutes 25 seconds East, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 11.39 feet to a right-of-way marker set for corner; THENCE North 81 degrees 26 minutes 33 seconds East, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 114.45 feet to a right-of-way marker set for corner; THENCE North 89 degrees 45 minutes 00 seconds East, with the proposed south right-of-way line of said E. Bonds Ranch Road, a distance of 269.46 feet to the POINT OF BEGINNING and containing 40,818 square feet or 0.937 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) ROW markers along proposed right-of-way line are a 5/8 inch iron rod set with blue cap stamped "GORRONDONA" unless otherwise noted. (3) All bearings and coordinates are referenced to the Texas Coordinate System, NAD -83, The North Central Zone 4202, all distances and areas shown are surface. Date: December 26, 2016 Curtis Smith Registered Professional Land Surveyor_ No. 5494 Texas Firm No. 10106900 Exhibit C Page 3 of 3 ,`Q;. �ISTgF�f �fQ oz Vol CURTIS SMITH �A 5494 yr ;fSS�Q��-LO SUR` Wl ACQUISITION LOCATION 71 SUBJECT TRACT & LOCATION OF ACQUISITION SET R.O.W. MARKER PROPOSED RIGHT—OF—WAY EXISTING RIGHT—OF—WAY --N 89'45100"E S 89'45'00"W EXHIBIT "D" PARCEL No. 1 TE H. ROBERTSON SURVEY ABSTRACT No. 1259 TRACT 1 45.623 ACRES (BY DEED) LRM—PTM PARTNERS, L.P. C.C.F. No. No. D213065552 D.R.T.C.T. FMD 5/8"IR W/CA STAMPED "A.N.A" 269.46' TEMPORARY CONSTRUCTION EASEMENT AREA 40,818 SQ. FT. OR 0.937 ACRES 18.278 ACRES (BY DEED) HEB GROCERY COMPANY, LP C.C.F. No. No. D215273645 D.R.T.C.T. W. REDFIELD SURVEY ABSTRACT No. 1348 LINE TABLE LINE BEARING DISTANCE L-1 N 00'06 00 W 13.09 L-2 S 00-06'00"E 20.00 _Fl L-3 S 76'07'4 4 0.25 E. BONDS RANCH ROAD (A VARIABLE WIDTH RIGHT-OF-WAY) P.D.B. SET R.O.W. MARKER I L-2 I 5.100 ACRES (BY DEED) 0.807 ACRES (BY DEED) KEVIN JONES, JAMES. G. DWALL I DEBORAH D BELLOWS AND MICHELE DWALL VOLUME 15530, PAGE 156 C.C.F. No. No. 0204307457 I D.R.T.C.T. I D.R.T.C.T. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PUT. 2. ROW MARKERS ALONG PROPOSED RIGHT—OF—WAY LINE AREA 5/e" IRON ROD SET WITH BLUE CAP STAMPED 'GORRONDONA' UNLESS OTHERWISE NOTED. 3. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD -83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. 100 50 0 100 SCALE IN FEET ORTWORT City of Fort Worth 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 .B ONI) S RANCH ROAD CORRIDOR IMPROVEMENTS �� PARCEL N0. 1 TE CITY PROJ. N0. 100273 TEMPORARY CONSTRUCTION EASEMENT C TIS SMITH OWNER: HEB GROCERY COMPANY, LP "' """"""""""""""' """' SURVEY: W. REDFIELD SURVEY, ABSTRACT NO. 1348 � •.,.po 5494 � LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS TEMPORARY CONSTRUCTION EASEMENT AREA: 40,818 SQUARE FEET OR 0.937 ACRES WHOLE PROPERTY ACREAGE: 796,187 SQUARE FEET OR 18.278 ACRES (BY DEED CURTIS SMITH JOB No. KHA_1608.00 DRAWN BY: JPH CAD FILE: 01_TEMP.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: DECEMBER 28, 2018 EXHIBIT D Page 1 O 3 SCALE: ]" 100' NO. 5494 TEXAS FIRM No. 10]08900 GORRONDONA &ASSOCIATES. INC. 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH. TX. 76118 877-496-1424 FAX 817-496-7768 0.25 L-19 N 81'26 33 E 114.45 E. BONDS RANCH ROAD (A VARIABLE WIDTH RIGHT-OF-WAY) P.D.B. SET R.O.W. MARKER I L-2 I 5.100 ACRES (BY DEED) 0.807 ACRES (BY DEED) KEVIN JONES, JAMES. G. DWALL I DEBORAH D BELLOWS AND MICHELE DWALL VOLUME 15530, PAGE 156 C.C.F. No. No. 0204307457 I D.R.T.C.T. I D.R.T.C.T. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PUT. 2. ROW MARKERS ALONG PROPOSED RIGHT—OF—WAY LINE AREA 5/e" IRON ROD SET WITH BLUE CAP STAMPED 'GORRONDONA' UNLESS OTHERWISE NOTED. 3. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD -83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. 100 50 0 100 SCALE IN FEET ORTWORT City of Fort Worth 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 .B ONI) S RANCH ROAD CORRIDOR IMPROVEMENTS �� PARCEL N0. 1 TE CITY PROJ. N0. 100273 TEMPORARY CONSTRUCTION EASEMENT C TIS SMITH OWNER: HEB GROCERY COMPANY, LP "' """"""""""""""' """' SURVEY: W. REDFIELD SURVEY, ABSTRACT NO. 1348 � •.,.po 5494 � LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS TEMPORARY CONSTRUCTION EASEMENT AREA: 40,818 SQUARE FEET OR 0.937 ACRES WHOLE PROPERTY ACREAGE: 796,187 SQUARE FEET OR 18.278 ACRES (BY DEED CURTIS SMITH JOB No. KHA_1608.00 DRAWN BY: JPH CAD FILE: 01_TEMP.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: DECEMBER 28, 2018 EXHIBIT D Page 1 O 3 SCALE: ]" 100' NO. 5494 TEXAS FIRM No. 10]08900 GORRONDONA &ASSOCIATES. INC. 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH. TX. 76118 877-496-1424 FAX 817-496-7768 I; s EXHIBIT "D °' PARCEL No. 1 TE ACQUISITION LOCATION LL! r 3 TRACT 1 BEARING DISTANCE L-3 S 76'07 44 110.25 45.623 ACRES (BY DEED) 74'37 25 6.73 L-5 S 63'42'55"W. 92.62 L-6 S 89'45'00"W 85.79 L-7 N 0 �E C.C.F.No. No.RTNERSD213065552 D.R.T.C.T. 53'15'48"E 97.03 L-16 N 89'45 00'E 68.82 L-17 N SUBJECT TRACT & LOCATION OF ACQUISITION ILL! I H. ROBERTSON 11.39 ! = 3 ! SURVEY TRACT 2 CD �A ABSTRACT 17.586 ACRES (BY DEED) —1 'w LRM—PTM PARTNERS, L.P. N O. 1259 C.C.F. No. No. D213065552 D.R.T.C.T. PROPOSED E. BONDS RANCH ROAD RIGHT—OF—WAY A VARIABLE WIDTH RIGHT-OF-WAY EXISTING ( ) RIGHT—OF—WAY SET R.O.W. SET R.O.W. SET R.O.W. MARKER MARKER MARKER I —IR— r -N 89'45'00"E' -t`'► 1393.93' .; ; ;:..:..................::;::::::::::_::::::::t::?...........:::::............::::::::......:.. sEr R.o.w. L_19 :::::::::::::::..:.::.::::::; :•:,,,�:: 1::)::::.. �� MARKER _._. ._ _ _:::......... r ::.::.::::.:. S 89 45 00"W fr 369.00 S V�1.. :-:. 1 f 10'ELECTRIC EASEMENT :::::...............:::::......:.:..y�y L-4 1O'ELECTRIC EASEMENTr 1 f VOLUME 3589, PAGE 517 ..... . �:.. VOLUME 3574, PAGE 202 I 1 D.R.T.C.T. L-6 D.R.T.C.T. 1 I 10'ELECTRIC EASEMENT TEMPORARY VOLUME 6443, PAGE 247 D.R.T.C.T. CONSTRUCTION I I 1 r' EASEMENT AREA 40,818 SQ. FT. OR LJ 1 I 0.937 ACRES � � 18.278 ACRES BY W. REDFIELD SURVEY HEB GROCERY COMPANY, DLP ABSTRACT No. 1348 C.C.F. No. No. D215273645 D.R.T.C.T. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ROW MARKERS ALONG PROPOSED RIGHT—OF—WAY LINE ARE A 5/8" IRON ROD SET WITH BLUE CAP STAMPED "GORRONDONA" UNLESS OTHERWISE NOTED. 3. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD -83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. 100 50 0 100 SCALE IN FEET N ORTWORT City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD of T CORRIDOR IMPROVEMENTS ,`Q .�� s'r'eR Ff PARCEL NO. 1 TE CITY PROJ. NO. 100273 ............_..._.......................... TEMPORARY CONSTRUCTION EASEMENT CURTIS SMITH OWNER: HEB GRERY COMPANY, LP ......................... .................y... ... r � ,P /• Pte? SURVEY: W. REDFIELD SURVEY, ABSTRACT NO. 1348 5494 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS TEMPORARY CONSTRUCTION EASEMENT AREA: 40,818 SQUARE FEET OR 0.937 ACRES S U WHOLE PROPERTY ACREAGE: 796,187 SQUARE FEET OR 18.278 ACRES BY DEED)CURTIS SMITH JOB No. KHA_1608.00 DRAWN BY: JPH CAD FILE: 01—TEMP.DWG REGISTERED PROFESSKNJAL LAND SURVEYOR DATE: DECEMBER 26, 2016 1 EXHIBIT D Page 2 of 3 1 SCALE: 1" a 100' ANO. 5494 TEXAS FIRM No. 10106900 GORRONDONA k ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 • 817-496-1424 FAX 817-496-1768 LINE TABLE LINE I BEARING DISTANCE L-3 S 76'07 44 110.25 L-4 S 74'37 25 6.73 L-5 S 63'42'55"W. 92.62 L-6 S 89'45'00"W 85.79 L-7 N 53' 15 48 W 113.65 L-15 S 53'15'48"E 97.03 L-16 N 89'45 00'E 68.82 L-17 N 63'42'55 E 88.55 L-18 N 7437'25"E 11.39 L-19 N 81'26 33 E 114.45 r -N 89'45'00"E' -t`'► 1393.93' .; ; ;:..:..................::;::::::::::_::::::::t::?...........:::::............::::::::......:.. sEr R.o.w. L_19 :::::::::::::::..:.::.::::::; :•:,,,�:: 1::)::::.. �� MARKER _._. ._ _ _:::......... r ::.::.::::.:. S 89 45 00"W fr 369.00 S V�1.. :-:. 1 f 10'ELECTRIC EASEMENT :::::...............:::::......:.:..y�y L-4 1O'ELECTRIC EASEMENTr 1 f VOLUME 3589, PAGE 517 ..... . �:.. VOLUME 3574, PAGE 202 I 1 D.R.T.C.T. L-6 D.R.T.C.T. 1 I 10'ELECTRIC EASEMENT TEMPORARY VOLUME 6443, PAGE 247 D.R.T.C.T. CONSTRUCTION I I 1 r' EASEMENT AREA 40,818 SQ. FT. OR LJ 1 I 0.937 ACRES � � 18.278 ACRES BY W. REDFIELD SURVEY HEB GROCERY COMPANY, DLP ABSTRACT No. 1348 C.C.F. No. No. D215273645 D.R.T.C.T. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ROW MARKERS ALONG PROPOSED RIGHT—OF—WAY LINE ARE A 5/8" IRON ROD SET WITH BLUE CAP STAMPED "GORRONDONA" UNLESS OTHERWISE NOTED. 3. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD -83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. 100 50 0 100 SCALE IN FEET N ORTWORT City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD of T CORRIDOR IMPROVEMENTS ,`Q .�� s'r'eR Ff PARCEL NO. 1 TE CITY PROJ. NO. 100273 ............_..._.......................... TEMPORARY CONSTRUCTION EASEMENT CURTIS SMITH OWNER: HEB GRERY COMPANY, LP ......................... .................y... ... r � ,P /• Pte? SURVEY: W. REDFIELD SURVEY, ABSTRACT NO. 1348 5494 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS TEMPORARY CONSTRUCTION EASEMENT AREA: 40,818 SQUARE FEET OR 0.937 ACRES S U WHOLE PROPERTY ACREAGE: 796,187 SQUARE FEET OR 18.278 ACRES BY DEED)CURTIS SMITH JOB No. KHA_1608.00 DRAWN BY: JPH CAD FILE: 01—TEMP.DWG REGISTERED PROFESSKNJAL LAND SURVEYOR DATE: DECEMBER 26, 2016 1 EXHIBIT D Page 2 of 3 1 SCALE: 1" a 100' ANO. 5494 TEXAS FIRM No. 10106900 GORRONDONA k ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 • 817-496-1424 FAX 817-496-1768 EXHIBIT "D" PARCEL No. 1 TE ACQUISITION LOCATION H. ROBERTSON SURVEY \ ABSTRACT No. 1259 TRACT 2 SUBJECT TRACT & 17.586 ACRES (BY DEED) LOCATION OF ACQUISITION LRM—PTM PARTNERS, L.P. C.C.F. No. No. D213065552 D.R.T.C.T. TEMPORARY LINE TBE ................... .. �/ ..................... w� LINE BEARING DISTANCE L-8 S 15'59 04 W 166.07'- L-9 S 47'36'56"W 20.07 L-10 N 42'22 40 W 110.15 L-11 N 04'20'59"E 62.25 L-12 N 30'43 11 E 23.93 IL-13IN 56'29 14 E 23.47 IL-14IN 80'29 03 E 97.92 TEMPORARY SET R.O.W. .. MARKER ................... .. �/ ..................... w� CONSTRUCTION CONSTRUCTION EASEMENT AREA APPROXIMATE EXISTING 0.937 ACRES SURVEY LINE b) _ zi E. BONDS RANCH ROAD G =I 1348 � (A VARIABLE WIDTH RIGHT-OF-WAY) L • N PROPOSED RIGHT—OF—WAY EXISTING RIGHT—OF—WAY SET R.O.W. MARKER SET R.O.W. tL i 4 Q) FND TYPE II MONUMENT MARKER �! ti 18.278 ACRES (BY DEED) �,c�?• ....:::. }' :::'::' .: L- 13::;::;:':':;: HEB 0 �� I C.C.F. GROCERY COMPANY, LP"s•�7�; No. No. D215273645 : ;;;..';" ."•'`"....••..... .L-12::�:�:�:�::�:�::•� iib I ::::.::::.::.:::: o, o D.R.T.C.T. -�.......... :::::::::::::::::::::: f TEMPORARY SET R.O.W. .. MARKER ................... .. �/ ..................... w� CONSTRUCTION CONSTRUCTION EASEMENT AREA 40,818 SQ. FT. OR EXISTING 0.937 ACRES RIGHT—OF—WAY b) W. REDFIELD SURVEY Z (A L-9 ABSTRACT No. 1348 NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ROW MARKERS ALONG PROPOSED RIGHT—OF—WAY LINE ARE A 5/8- IRON ROD SET WITH BLUE CAP STAMPED "GORRONDONA" UNLESS OTHERWISE NOTED. 3. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD -83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. 100 50 0 100 SCALE IN FEET FoRTWoRm City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD CORRIDOR IMPROVEMENTS flux), PARCEL NO. 1 TE CITY PROJ. NO. 100273 OWNER: HEB GROCERY COMPANY, LP SURVEY: W. REDFIELD SURVEY, ABSTRACT NO. 1348 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS TEMPORARY CONSTRUCTION EASEMENT AREA: 40,818 SQUARE FEET OR 0.937 ACRES WHOLE PROPERTY ACREAGE: 796,187 SQUARE FEET OR 18.278 ACRES (BY DEED) JOB No. KHA_7608.00 I DRAWN BY: JPH I CAO FILE: Ot TEMP.DWG CURTIS SMITE• ......5...... 494 .y S w _z 1 U G CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR DATE: DECEMBER 26, 2016 1 EXHIBIT D Page 3 of 3 1 SCALE: 1" - 100' INO. 5494 TEXAS FIRM No. 10106900 GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 • 817-496-1424 FAX 817-496-1766 OW GC -4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK an w 110 CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 GEOTECHNICAL ENGINEERING STUDY BONDS RANCH ROAD IMPROVEMENTS PHASE 2 HAWKS LANDING ROAD TO BLUE MOUND ROAD (FM 156) FORT WORTH, TEXAS Presented To: Kimley-Horn and Associates, Inc. June 2017 PROJECT NO. 103-17-250 ENGINEERING, INC. June 29, 2017 Report No. 103-17-250 Kimley-Horn and Associates, Inc. 801 Cherry Street, Suite 950 Fort Worth, Texas 76102 Attn: IUIs. Sam Delmotte, P.E. 7636 Pebble Drive Fort Worth, Texas 76118 www.cmjengccom GEOTECHNICAL ENGINEERING STUDY BONDS RANCH ROAD IMPROVEMENTS PHASE 2 HAWKS LANDING ROAD TO BLUE MOUND ROAD (FM 156) FORT WORTH, TEXAS Dear Ms. Delmotte: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal 16-6194 (Revised) dated September 6, 2016. Authorization to proceed was provided via Kimley-Horn and Associates, Inc. Individual Project Order Number 061018182 dated May 15, 2017. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Kimley-Horn and Associates, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING, INC. TEXAS FIRM REGISTRATION No. F-9177 Jam s P. Sappington IV, P.E. Seni r Engineer Texas No. 97402 10 klo III j.........................:...�/ JAMES P. SAPPINGTON, IV j :........................ . f 9 •. 97402 .4 � II�.��.!/CENSEO copies submitted: (2) Ms. Sam Delmotte, P.E.; Kimley-Horn and Associates, Inc. (email & mail) Phone (817) 284-9400 Fax (817) 589-9993 Metro (817) 589-9992 TABLE OF CONTENTS Page r 1.0 INTRODUCTION---------------------------------------------------------------------------------------------1 2.0 FIELD EXPLORATION AND LABORATORY TESTING -------------- ------ ------- – --- –___�________2 M 3.0 SUBSURFACE CONDITIONS ----- –--- –--------- – --- –__–__________�_________ 4.0 PAVEMENT DESIGN ---------- ---- --------- –------------ ------------ ------ ------- ---------------- ----..----6 5.0 RETAINING STRUCTURES---------------------------------------------------------------------------------11 6.0 EARTHWORK-----------------------------------------------------------------------------15 7.0 CONSTRUCTION OBSERVATIONS ------- -------- –----------------------- -----_______–________________ 18 8.0 REPORT CLOSURE ---- ----- ----------- –------ ---------------- —----- --__-------------------------18 APPENDIX A Plate R Plan of Borings -------- –----- ------------------ –----- –---------- ------ ----_______-----------___--_A.1A – A.1 B Unified Soil Classification System ---------------------___ Key to Classification and Symbols---______________–_..__–_____________�_____�___�______ Logsof Borings --- –--------- ---------------- –_--------------------- - --____----------------------------A.4 – A.12 Free Swell Test Results ------ –---- ---------------- –------------------------------------- -------- ----------- ----A.13 Lime Series Test Results ------------- –----------- ------------ --------- —----------------- ----------- -------A.14 Soluble Sulfate Test Results -------- ----------- --------- ------------ 15 APPENDIX B - Pavement Thickness Design Plate 6.1 – B.2 Report No. 117-17-250 CMJ ENGINEERING, INC. 1.0 INTRODUCTION 1.1 General This report presents the results of a geotechnical engineering study for pavement improvements for Bonds Ranch Road from Hawks Landing Road to Blue Mound Road for an approximate project length of 4,300 feet. The roadway will be upgraded to a 4 -lane divided arterial facility with concrete paving. Four roundabouts are planned along the project. Two of the roundabouts planned at the US 287 intersection will be enlarged from one lane to two lanes and will consist of HMAC - surfacing. The remaining two roundabouts are planned at Shire Meadows and Blue Mound Road intersections and will consist of concrete paving. In addition, a 4- to 6 -foot tall retaining wall is planned in the southwest quadrant of the US 287 intersection to accommodate the planned roundabout enlargement. This investigation meets the requirements of the City of Fort Worth Pavement Design Manual, dated January 2015. Plate A.1, Plan of Borings, depicts the project vicinity and approximate locations of the exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, - develop recommendations for the type or types of pavement subgrade preparation and modification, provide pavement and retaining wall design guidelines, and provide earthwork - recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structures could change. Once the final design is near completion (80 -percent to 90 -percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. Report No. 103-17-250 CMJ ENGINEERING, INC. 1 1.3 Report Format The text of the report is contained in Sections 1 through 8. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by nine (9) vertical soil borings. Borings B-1 through B-3 and B-5 through B-9 were drilled to a depth of 10 feet below existing grades for the proposed paving improvements. Boring B-10 was drilled at the proposed retaining wall location. Boring B-4 was not accessible at the time of this investigation and was not drilled. The borings were drilled with truck mounted drilling equipment using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.12 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3 -inch diameter thin-walled - (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25 -inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Report No. 103-17-250 CMJ ENGINEERING, INC. 2 To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex -132-E specifies driving a 3 -inch diameter cone with a 170 -pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140 -pound hammer freely falling 30 inches. This �. results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6 -inch penetration is tabulated at respective test depths, as blows per 6 inches on'the log. In hard materials (rock or rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Ground water observations during and after completion of the borings are shown on the upper right of the boring logs. Upon completion of the borings, the bore holes were backfilled with sand and plugged at the surface by hand tamping or with asphalt as applicable. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, plastic limits, and percent passing the No. 200 sieve), moisture content, unit weight tests and unconfined compression tests were performed. Results of the laboratory classification tests, moisture content and unit weight tests conducted for this project are included on the boring logs. Free swell tests were performed on specimens from selected samples of the clays. These tests Y were performed to help in evaluating the swell potential of the soils in their existing state. The results of the swell tests are presented on Plate A.13. Two Eades and Grim Lime Series tests were performed on selected samples to identify the appropriate concentration of lime to add to soils for modification purposes. The results of the lime series tests are presented on Plate A.14. _ Soluble sulfate tests were conducted on selected soil samples recovered from the borings. The sulfate testing was conducted to help identify sulfate -induced heaving potential of the soils. Report No. 103-17-250 3 CMJ ENGINEERING, INC. Sulfate -induced heaving can cause detrimental volumetric changes to a lime modified subgrade. The result of the sulfate tests are presented on Plate A.15. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Site Geology According to the Dallas Sheet of the Geologic Atlas of Texas, the project site is geologically located in an undivided mapping unit which includes the Pawpaw, Weno, and Denton Clay formations of the Lower Cretaceous age. The Pawpaw formation is approximately 20 feet thick and is composed primarily of shaly clays with occasional thin sandy limestone layers. The Weno Formation is approximately 70 feet thick and is composed of interbedded clays, shales, marls, and limestones. The Denton Formation is approximately 25 feet thick and is composed primarily of limey shale containing oyster shells. The formation weathers rapidly and deep, active, extremely weak clays result from this weathering. Due to the rapid weathering of the formation, few outcrops of the Denton formation exist in Tarrant County. Small amounts of ground -water are usually present at the base of the formation. The Pawpaw Weno Denton formation typically weathers to form residual deposits of moderately to highly active plastic clay. 3.2 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Asphalt pavement is present at the surface in Borings B-1 through B-3 and B-5 through B-9 with - thicknesses of 3 to 6 inches. Gravel is present beneath the asphalt in Borings B-1 through B-3 with thicknesses of 8 to 18 inches. Lime treated clay soils are noted below the gravel base in Borings B-2 and B-3 and below the asphalt in Borings B-5 through B-9 with thicknesses of 6 to 12 inches. No fill materials were noted in the borings. Report No. 103-17-250 4 CMJ ENGINEERING, INC. Natural soils encountered consist of dark brown, brown, light brown, tan, and gray silty clays, silty shaly clays, shaly clays, and clays. Limestone fragments and/or calcareous nodules are frequently present within these soils. The various clays encountered had tested Liquid Limits (LL) of 34 to 74 with Plasticity Indices (PI) of 15 to 48 and are classified as CL and CH by the USCS. The various natural clays were generally firm to hard (soil basis) in consistency, with pocket penetrometer readings ranging from 1.25 to greater than 4.5 tsf. The clay soils had tested dry unit weight values of 91 to 122 pcf and unconfined compressive strengths ranging from 2,500 to 7,620 psf. Borings B-5 through B-9 were terminated within the clays at a depth of 10 feet. Tan limestone with clay seams and occasional clay layers is next present in Borings B-1 through B- 3 and B-10 at depths ranging from 5 to 9 feet and continues through boring termination at 10 feet in Borings B-1 through B-3. The tan limestone is generally moderately hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of'/ to 3'/ inches of penetration per 100 blows. Gray limestone is next present in Boring B-10 at a depth of 10'/2 feet and continues through boring termination at 20 feet. The gray limestone contains shale seams and layers and is considered hard to very hard, with THD values of'/ to 1 % inches of penetration for 100 blows. 3.3 Ground Water Observations The borings were drilled using continuous flight augers in order to observe ground water seepage during drilling. Seepage was observed in Boring B-1 at a depth of 5 feet during drilling, with a water level of 6 feet observed at drilling completion. Ground -water seepage was not encountered during drilling in all remaining borings and these borings were dry at completion of drilling operations. Fluctuations of the ground water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. Ground water can trap atop limestone or occur in joints in the clays particularly during periods of extended or heavy rainfall. Seasonal water seeps can occur where the limestones are approached or exposed by cuts. _ Permanent subsoil drains may be required in some areas to intercept this seepage, if significant cuts are planned. This can be evaluated by qualified geotechnical personnel following rough site , grading. Report No. 103-17-250 R CMJ ENGINEERING, INC. L � 4.0 PAVEMENT DESIGN 4.1 Pavement Subgrade Considerations 4. 1.1 General - The performance of the pavement for this project depends upon several factors including: the characteristics of the supporting soil; the magnitude and frequency of wheel load applications; the quality of construction materials; the contractor's placement and workmanship abilities; and the desired period of design life. The success of the pavement subgrade is subgrade soil strength and control of water. Adequate subgrade performance can be achieved by modifying or stabilizing the existing soils used to construct the pavement subgrade. Pavement sections are susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. In conjunction with a stabilized subgrade underlying the pavement, it is recommended that the stabilized subgrade extend a minimum of 12 inches beyond the riding surface on each side of the proposed pavement. Maintenance should be provided when edge support deteriorates. 4.1.2 Subgrade Preparation Anticipated subgrade materials generally consist of clay materials of high plasticity. These higher plasticity clays, those with a Plasticity Index (PI) of 20 or greater, are subject to loss in support value with the moisture increases which occur beneath pavement sections. They react with hydrated lime, which serves to improve and maintain their support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics to support area paving. In lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A, Grades 1 or 2 may be utilized on an equal basis. The option of using a flexible base in lieu of lime stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the materials prior to pavement placement. 4.2 Potential Vertical Movements Estimates of expansive movement potential have been estimated using TxDOT Test Method Tex 124-E. Potential vertical movements ranging from on the order of 2 to 4 inches are estimated. Movements in excess of the estimated value can occur if poor drainage, excessive water collection, leaking pipelines, etc. occur. Any such excessive water conditions should be rectified Report No. 103-17-250 CMJ ENGINEERING, INC. 6 as soon as possible. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. — 4.3 Sulfate -Induced Heaving Soluble sulfate testing was conducted to check for sulfate -induced heaving potential. Sulfate - induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration. The lime reacts with the sulfates to cause potentially large volumetric changes in the soil. Soluble sulfate levels in soils on the order of 1,000 parts -per -million (ppm) or less are usually of low concern and warrant only observation of the subgrade during the stabilization process. The , soluble sulfate levels of the tested samples were less than 100 ppm. Since the samples tested were below 1,000 ppm, a single treatment process is recommended at this time. Additional subgrade soil testing is recommended during construction to check for any soluble sulfate levels in excess of 1,000 ppm. The single treatment is described in Section 4.4. In addition, it is recommended that during the curing period of the lime treatment, the subgrade be supplied with ample moisture to allow proper hydration, and it should be checked for any volumetric changes that may indicate a sulfate -induced heaving condition. 4.4 Pavement Subgrade Preparation 4.4.1 Lime Stabilization Lime stabilization is recommended for all subgrade areas with plastic clays. Prior to lime addition, the subgrade should be proofrolled with heavy pneumatic equipment. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described Section 6.0. The stabilized pavement subgrade should be scarified to a minimum depth of 8 inches and uniformly compacted to a minimum of 100 percent of Standard Proctor density (ASTM D 698), between 0 to plus 4 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. It is recommended a minimum of 8 percent hydrated lime be used to stabilize the clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 48 pounds per square yard based on a soil dry unit weight of 100 pcf for an 8 -inch depth. The hydrated lime should be thoroughly mixed and blended with the upper 8 inches of the clay Report No. 103-17-250 CMJ ENGINEERING, INC 7 l subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 (Type A) in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. The presence of limestone fragments and calcareous nodules in the surficial soils can complicate the mixing of the soil and lime. 4.4.2 Sub -grade Preparation Considerations It is recommended that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Each construction area should be shaped to allow drainage of surface water during earthwork operations, and surface water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and subgrade treatments should be added to the subgrade after removal of all surface vegetation and debris. Sand should be specifically prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils (lime stabilized soil will 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. Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. All pavement construction should be performed in accordance with the procedures provided in Section 4.7. 4.5 Pavement Sections — Bonds Ranch Road and Roundabouts Pavement analyses were performed using methods outlined in the AASHTO Guide for Design of Pavement Structures, 1993 Edition, published by the American Association of State Highway and Transportation Officials. The design equations were solved using AASHTO Pavement Analysis Software. In the AASHTO method, traffic loads are expressed in Equivalent 18 -kip Single Axle Loads (ESAL) over the design life of the pavement structure. Based on the results of the field and laboratory investigation, soil plasticity properties, and requirements of the City of Fort Worth Pavement Design Manual, dated January 2015, the following design parameters were used in our thickness design calculations for the proposed roadway and roundabouts. Report No. 103-17-250 8 CMJ ENGINEERING, INC. The following rigid and flexible pavement sections are provided for an Arterial classification per Table 3.1 of the referenced City of Fort Worth design manual. Detailed pavement design calculations and assumptions are presented on Plates B.1 and B.2. The following pavement sections are suitable for the previously mentioned assumptions. Any deviation from these assumptions should be brought to our attention immediately in order to assess their impact on our recommendations. Table 4.5-1 Pavement Thickness Summary Pavement Section SubgradeSoils.................................................................. Clay DesignLife.........................................................................30 years Initial Serviceability............................................................4.5 (rigid) �. Initial Serviceability............................................................4.2 (flexible) Thickness Terminal Serviceability......................................................2.5 V: Reliability...........................................................................90% Overall Deviation (rigid).....................................................0.39 Overall Deviation (flexible) ................................................0.45 Portland Cement Concrete Load Transfer Coefficient..................................................3.0 Drainage Coefficient.........................................................1.0 Design CBR (raw subgrade).............................................3 1» Adjusted Design CBR (lime stabilized)..............................15 13,170,000 Lossof Support.................................................................0 Lime Stabilized Subgrade Concrete Modulus of Elasticity..........................................4,000,000 psi Concrete Modulus of Rupture ...........................................620 psi 2 The following rigid and flexible pavement sections are provided for an Arterial classification per Table 3.1 of the referenced City of Fort Worth design manual. Detailed pavement design calculations and assumptions are presented on Plates B.1 and B.2. The following pavement sections are suitable for the previously mentioned assumptions. Any deviation from these assumptions should be brought to our attention immediately in order to assess their impact on our recommendations. Table 4.5-1 Pavement Thickness Summary Pavement Section Street Classification Growth Factor Design ESAL Thickness Material (in.) 10'/2 Portland Cement Concrete Arterial 2.5% 13,170,000 8 Lime Stabilized Subgrade 2 Hot -Mix Asphalt, Type D 11 Hot -Mix Asphalt, Type B Arterial 2.5% 13,170,000 8 Lime Stabilized Subgrade We recommend that rigid pavements be utilized at this project whenever possible, since they tend to provide better long-term performance when subjected to significant slow moving and turning t traffic. Flexible pavement sections are particularly susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. _- Report No. 103-17-250 CMJ ENGINEERING, INC. 0 The above sections are based on traffic estimates as provided in the referenced City of Fort Worth design manual and higher traffic volumes and heavy trucks may require thicker pavement sections. Additional recommendations can be provided after traffic volumes and loads are known. Periodic pavement maintenance should be anticipated. This maintenance should consist of sealing cracks and - timely repair of isolated distressed areas. 4.6 Pavement Material Requirements Material and process specifications are required to be in accordance with the City of Fort Worth Pavement Design Standards Manual. These specifications generally include the following references to TxDOT Standard Specifications for Construction of Highways, Streets and Bridges, _ 2014 Edition. Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should consist of Portland cement concrete having a 28 -day compressive strength of at least 3,600 psi. The mix should be designed in accordance with the ACI Code 318 using 3 to 6 percent air entrainment. The pavement should be adequately reinforced with temperature steel and all construction joints or expansion/contraction joints should be provided with load transfer dowels. The spacing of the joints will depend primarily on the type of steel used and also thickness of the pavement. No. 4 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction is required for 10% -inch thick pavements, in accordance with the City of Fort Worth Pavement Design Manual, dated January 2015. Hot Mix Asphaltic Concrete Surface Course: Item 340, Type D, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Hot Mix Asphaltic Concrete Base Course: Item 340, Type B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Lime Stabilized Sub -grade: Lime treatment for base course (road mix) - Item 260, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Report No. 103-17-260 CMJ ENGINEERING, INC. 10 Flexible Base: Crushed Stone Flexible Base — Item 247, Type A, Grades 1 or 2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2014 Edition. - 4.7 General Pavement Considerations The design of the pavement drainage and grading should consider the potential for differential ground movement due to future soil swelling of up to 4 inches. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after T construction. Proper surface drainage in the shoulders is also critical to long term performance of the pavement. Water allowed to pond adjacent to the pavement will result in loss of edge and subgrade support and T an increase in post construction heave of the pavement. 5.0 RETAINING STRUCTURES 5.1 General Retaining Wall Considerations Five geotechnical design criteria must be satisfied in the selection of the type and configuration of the proposed 4- to 6 -foot high retaining wall. These criteria are; the wall must have an acceptable factor of safety. with respect to (1) overturning failure, (2) a sliding (translation) failure, (3) a bearing capacity failure, and (4) a global (deep-seated) slope failure. In addition, (5) the deformation of the wall caused by deflection from earth pressure, and from settlement or heave of the foundation soils or backfill soils, must be within tolerable limits during the functional life of the structure. With heights of 6 feet or less, global stability concerns were not contained within in this work scope. 5.2 Foundations The retaining wall foundations may be founded atop hard light brown, tan, and gray silty clays containing limestone seams or atop tan limestone using shallow spread or continuous footings. The retaining wall foundation may be designed for an allowable bearing pressure of 2.0 ksf. A minimum footing dimension of 2 feet is recommended. In addition, the footing should be placed a minimum of 2 feet below lowest adjacent grade. It should be noted that retaining wall foundations — are typically subjected to non-uniform pressure across the foundation, and possibly negative Report No. 103-17-250 CMJ ENGINEERING, INC. 11 pressure (separation of foundation from soil) under a portion of the foundation, due to the overturning moment induced by the lateral earth pressures. The allowable foundation pressures t given above are for the maximum pressure induced by the foundation loads, and not the average pressure under the foundation base. The horizontal bases of the footings will develop resistance to sliding by means of a combination of friction and adhesion (for cohesive foundation materials). Given the nature of the foundation materials, an adhesion of 500 psf may be used for earth formed footings. An ultimate friction factor of 0.3 may be used to calculate sliding resistance of the footings bearing on site soils. Sliding resistance may be increased in areas where keyways are present beneath the wall footings. The vertical earth -formed sides of keyways will resist lateral forces by developing passive earth pressures. A passive lateral earth pressure coefficient of 2.0 should be used for passive resistance calculations where passive resistance is developed against a vertical earth -formed side of a keyway, based on a soil unit weight of 125 pcf, per foot of footing height. Foundations for the retaining walls designed in accordance with these recommendations will have a minimum factor of safety of 3 with respect to a bearing capacity failure, and should experience a total settlement of 1 inch or less and a differential settlement of 0.5 inch or less, after construction. 5.3 Lateral Earth Pressures 5.3.1 General The retaining walls must be designed for lateral pressures including, but not necessarily limited to, earth, water, surcharge, swelling, and vibration. In addition, the lateral pressures will be influenced by whether the backfill is drained or undrained, and above or below the ground -water table. 5.3.2 Equivalent Fluid Pressures Lateral earth pressures on retaining walls will depend on a variety of factors, including the type of soils behind the wall, the condition of the soils, and the drainage conditions behind the wall. Recommended lateral earth pressures expressed as equivalent fluid pressures, per foot of wall height, are presented in Table 5.3.2-1 for a wall with a level backfill behind the top of the wall. The equivalent fluid pressure for an undrained condition should be used if a drainage system is not present to remove water trapped in the backfill and behind the wall. Pressures are provided for at - Report No. 103-17-250 CMJ ENGINEERING, INC. 12 rest and active earth pressure conditions. In order to allow for an active condition the top of the — wall(s) must deflect on the order of 0.4 percent. TABLE 5.3.2-1 — Equivalent Fluid Pressures At -Rest Equivalent Active Equivalent Backfill Material Fluid Pressure (pcf) Fluid Pressure (pcf) Drained Undrained Drained Undrained Excavated on-site clay or clay fill 100 110 90 100 material Select fill or on-site soils meeting 75 100 55 90 material specifications Free draining granular backfill 50 90 35 80 material 11 - For the select fill or free draining granular backfill these values assume that a "full' wedge of the material is present behind the wall. The wedge is defined where the wall backfill limits extend outward at least 2 feet from the base of the wall and then upward on a 1 H:2V slope. For narrower backfill widths of granular or select fill soils, the equivalent fluid pressures for the on-site soils should be used. 5.3.3 Additional Lateral Pressures The location and magnitude of permanent surcharge loads (if present) should be determined, and the additional pressure generated by these loads such as the weight of construction equipment and vehicular loads that are used at the time the structures are being built must also be considered in the design. The effect of this or any other surcharge loading may be accounted for by adding an additional uniform load to the full depth of the side walls equivalent to one-half of the expected vertical surcharge intensity for select backfill materials, or equal to the full vertical surcharge intensity for clay backfill. The equivalent fluid pressures, given here, do not include a safety factor. Analysis of surcharge loads (if any) should be performed on a case-by-case basis. This is not included in the scope of this study. These services can be provided as additional services upon request. 5.4 Wall Backfill Material Requirements On -Site Clay Backfill: For wall backfill areas with site -excavated materials or similar imported materials, all oversized fragments larger than four inches in maximum dimension should be Report No. 103-17-250 CMJ ENGINEERING, INC. 13 _ removed from the backfill materials prior to placement. The backfill should be free of all organic and deleterious materials, and should be placed in maximum 8 -inch compacted lifts at a minimum of 95 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment, and should be between 90 and 95 percent of the Standard Proctor density. Select Fill Backfill: All wall select backfill should consist of clayey sand and/or sandy clay material with a Plasticity Index of 16 or less, with a Liquid Limit not exceeding 35. The select fill should be placed in maximum 8 -inch lifts and compacted to between 95 and 100 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of the optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment and should be compacted between 90 and 95 percent of the Standard Proctor density. Free Draining Granular Backfill: All free draining granular wall backfill material should be a crushed stone, sand/gravel mixture, or sand/crushed stone mixture. The material should have less than 3 percent passing the No. 200 sieve and less than 30 percent passing the No. 40 sieve. The minus No. 40 sieve material should be non -plastic. Granular wall backfill should not be water jetted during installation. 5.5 Below -Grade Drainage Requirements The design recommendations presented above assume hydrostatic pressure will not develop behind the retaining wall. In order to achieve the "drained" condition for lateral earth pressure for low -permeability walls (concrete, masonry, etc.), a vertical drainage blanket or geocomposite drainage member must be installed adjacent to the wall on the backfill side. Drainage could be .v provided using a collector pipe or weep holes near the base of the retaining wall. Drains should be properly filtered to minimize the potential for erosion through these drains, and /or the plugging of drain lines. Design or specific recommendations for drainage members is beyond the scope for this study. These services can be provided as an additional service upon request. In order to achieve the "drained" condition, the entire backfill material must be free draining, or the backfill -wall geometry must be such that the backfill will not become saturated from rainfall, ground water, adjacent water courses, or other sources. Report No. 103-17-250 14 CMJ ENGINEERING, INC. 6.0 EARTHWORK 6.1 Site Preparation The site should be stripped of vegetation, roots, old construction debris, and other organic material. It is estimated that the depth of stripping will be on the order of 4 to 6 inches. The actual stripping depth should be based on field observations with particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to determine if additional excavation is required to remove weak or otherwise objectionable materials - that would adversely affect the fill placement or other construction activities. The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be reworked to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. 6.2 Placement and Compaction, General Fill Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring _ hand -operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on-site soils are suitable for use in general site grading. Imported fill material should be clean ! soil with a Liquid Limit less than 60 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. The fill material should be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting Repoli No. 103-17-250 CMJ ENGINEERING, INC. 15 operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 6.3 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On-site soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 4- to 6 - inch loose lifts. The density and moisture content should be as recommended for fill in Section 6.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per l lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. Report No. 103-17-250 16 CMJ ENGINEERING, INC. 6.4 Excavations The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. } 6.5 Utilities Unusual problems with caving soils or collapsing materials were not noted at the boring locations. Based on the exploration borings, major excavations could encounter limestone in major intact units in select locations. This limestone is generally moderately hard to very hard and will require } heavy duty specialized equipment for excavation. In addition, overexcavation should be anticipated within the limestones. Overexcavation may result from large blocks or chunks breaking along either weathered or clay seams beyond the planned excavation. Care should be taken that utility cuts are not left open for extended periods, and that the cuts are properly backfilled. Backfilling should be accomplished with properly compacted impermeable soils, rather than granular materials. Trench excavations should be sloped or braced in the interest of safety. Attention is drawn to OSHA Safety and Health Standards (29 CFR 1926/1910), Subpart P, regarding trench excavations greater than 5 feet in depth. Report No. 103-17-250 17 CM] ENGINEERING, INC. 6.6 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 7.0 CONSTRUCTION OBSERVATIONS - In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract - directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 8.0 REPORT CLOSURE The borings for this study were selected by CMJ Engineering, Inc. The locations and elevations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these Report No. 103-17-250 CMJ ENGINEERING, INC. 18 materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual -manual procedures were used to generally classify each stratum. Therefore, it — should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil _ classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground water conditions, this report presents data on ground water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground -water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and - cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly - designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review Report No. 103-17-250 CMJ ENGINEERING, INC. 19 .F our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The W reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface �. conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Kimley-Horn and Associates, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 103-17-250 20 CMJ ENGINEERING, INC diponclRoad P.mj58 j R i�rr� TV i 0 k •g iii, rr TI f - N f i o Of - - _ Q PLA TE e 0 CO m UJ N f i o Of - - _ Q PLA TE Major Divisions Typical Names Laboratory Classification Criteria Sym. gravels, gravel- 2 DOD (D30)2 yWell-graded c_ GW sand mixtures, little Or no y C� ----- greater than 4: Cr = -- between land 3 yfines y 1310 1310x D.,'c m e a Q U N ° Poorly graded gravels, gravel o .y a°i rn U) g � E A 4- (, v V GP sand mixtures, little or no cn U)N Not meeting all gradation requirements for GW ( fines 0:0 3 > > C) o Z 4) o' Silty gravels, gravel -sand -silt y :� Liquid and Plastic limits line P.I. Liquid and plastic limits C) N 4 @ ° `_ M— GM mixtures �; : a �, �, below A or plotting in hatched zone 6 c y o greater than 4 between 4 and 7 are y N m o .y (D o : borderline cases y o ( N V O > Clayey gravels, gravel -sand- r_v o ; 8 •y N Liquid and Plastic limits „ . requiring use of dual v, o a GC clay mixtures y z above A line with P.I.' than 7 symbols o) ; greater N Z , •n d> @ °' n SW Well -graded sands, gravelly O O ' m D6o tDwiz C� -- greater than 6: Ce -- between 1 and 3 o� co O E c sands, little or no fines > E a Deo Deo x Deo O UE N y N p we c mo Poorly graded sands; CD ° Nm4)i a C .o U SP gravelly sands, little or no TO: Not meeting all gradation requirements for SW N a ("D fines ,N a . y O o CL CN, U) o rn a) Liquid and Plastic limits o o Z y c :3 SM Silty sands, sand -silt mixtures E r cal below "A" line or P.I. less Liquid and plastic limits E CUr .. 0 o 0 a o o than 4 plotting between 4 and 7 @" D c o- o y J are borderline cases Y0 `6 ° °' 1° Liquid and Plastic limits requiring use of dual o (U Sc Clayey sands, sand -clay Clayey E ° above "A" line with P.I. symbols CL mixtures greater than 7 Q coo Inorganic silts and very fine sands, rock flour, silty or ML clayey fine sands, or clayey y silts with slight plasticity Inorganic clays of low to N medium plasticity, gravelly y CL clays, sandy clays, silty clays, 5 C) N—' = and lean clays p rn v CH Z :3 Cr v Organic silts and organic silty 4 w OL clays of low plasticity 0 0 E m N X30 a — Inorganic silts, micaceous or to MH diatomaceous fine sandy or r OH ar d MH c silty soils, elastic silts 20 •P CL C: iL y �� E E v }, o (DCH Inorganic clays of high m m °' plasticity, fat clays s = E 4 ML a d OL 05 !! d) Sr OH Organic Clays Of medium to 00 10 20 30 40 50 60 70 80 90 100 v high plasticity, organic silts - Liquid Limit U I M = Peat and other highly organic Plasticity Chart = O o Pt soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 I" SOIL OR ROCK TYPES o a GRAVEL LEAN CLAY LIMESTONE • •• SAND • ••. SANDY __ SHALE SILT SILTY _. SANDSTONE CLAYEY HIGHLY CONGLOMERATE Shelby Auger Spilt Rock Cone No PLASTIC CLAY Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife r Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, r and iron oxide are common cementing materials, and iron oxide are common cementing materials. Degree of Weathering , Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock r Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 r i—NAT RN(:iNR.F.RING INC. Project No. Boring No. Project Bonds Ranch Road Improvements -Phase 2 `yam 103-17-250 B-1 Hawks Landing Road to Blue Mound Road - Fort Worth, Texas Location Water Observations See Plate A.1 Seepage at 5' during drilling; water at 6' at completion Completion Completion Depth 10.0' Date 5-25-17 Surface Elevation Type CMB -55, w/ CFA u o o N CLL o Stratum Description CD o o z= N o oLL: a' mdH a. V) JJ i.J rZ S 2U �J �Ua ASPHALT, 3 inches thick GRAVEL BASE, 18 inches thick CLAY, dark brown, w/ limestone fragments, stiff 2.75 92 74 26 48 17 97 2.25 15 97 2500 SILTY CLAY, light brown to tan, w/ limestone 3.5 13 5 fragments, stiff to very stiff LIMESTONE, tan, w/ clay seams and layers, - moderately hard 100/3.5" I nG nF BORING No. B-1 PLATE A.4 f—A AT war_TkTim .ir_ inv- .-. Project No. Boring No. Project Bonds Ranch Road Improvements - Phase 2 `" V.J r' 103-17-250 B-2 Hawks Landing Road to Blue Mound Road - Fort Worth, Texas _ Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Toompletion Depth 10.0' Date 5-25-17 Surface Elevation Type CME -55, w/CFA Stratum Description E T o o ci w It o 0 C1 o: o c o „o a La 3�� 9> 7 N-' NN yC �y oa) ma) vE a ov o0 r- i5 CL ave JJ a� a = 2c> >J c U- UE7 coo �c�o_ ASPHALT, 3 inches thick GRAVEL BASE, 9 inches thick 4.5+ 42 67 24 43 22 103 LIME TREATED CLAY, 9 inches thick 3.75 23 5 CLAY, dark brown, w/ limestone fragments and calcareous nodules, very stiff to hard 4,5+ 23 4.5+ 45 17 28 10 122 SILTY CLAY, brown to light brown, w/ fractured limestone seams and calcareous nodules, hard 4.5+ 21 —101 LIMESTONE, tan, w/ clay seams 8 h� t LOG OF BORING NO. B-2 PLATE A.5 LJ G RING INC Project No. 103-17-250 Boring No. B-3 Project Bonds Ranch Road Improvements - Phase 2 CMJ EN INEE Hawks Landing Road to Blue Mound Road - Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0' Date 5-25-17 Surface Elevation Type CME -55, w/ CFA Stratum Description LL p a >' a E o 0 w o Q a oc � v L wa'�yr- 3G our/? ino_F- 0 N Z M o o 0 y> 7 N= m� vE �E (L :3 -1 n.-5 C o ii Cr CUD x N OU c4 E N N Lo 15 ;L- ui mo 0oc coo n S �0 5:90 CL e 4 inches thick GRAVEL BASE, 8 Inches thick 4.5+ 81 68 33 35 18 104 LIME TREATED CLAY, 9 inches thick 4.5+ 13 CLAY, dark brown, w/ calcareous nodules, stiff to 2.0 26 5 hard -w/ limestone fragments above 3' 3.25 30 LIMESTONE, tan, w/ clay seams, hard 00/1.25' 10 ----------------------- LOG OF BORING NO. B-3 PLATE A.6 C-A/TT ENGINEERING 1NC. -k— Project No. Boring No. Project Bonds Ranch Road Improvements - Phase 2 —,-.1 103-17-250 B-5 Hawks Landing Road to Blue Mound Road - Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0' 1 Date 5-25-17 Surface Elevation Type CME -55, w/CFA Stratum LA N o O U W o! CI o_ 4) y N LL. 3C o (D0 maw oL N Z r - y7 7 N NN yC m 0-E m E AV 00 ave �.7 an as 2U Cyj C� » pC Q C 3E7 c 0 0 �Ua ASPHALT, 6 inches thick LIME TREATED CLAY, 6 inches thick 2.5 75 67 22 45 20 104 CLAY, brown, w/ Iimestone fragments and1.75 1 22 calcareous nodules, stiff to very stiff 3.5 1 23 101 4300 3.75 22 5 SILTY SHALY CLAY, light brown to tan, w/ 4.25 15 calcareous nodules and deposits, very stiff to hard 4.5+ 43 17 26 16 114 10 ----------------------- i LOG OF BORING NO. B-5 PLATE A.7 L C7 r r /-7L AT Project No. Boring No. Project Bonds Ranch Road Improvements - Phase 2 % 1VJLJ 103-17-250 B-6 Hawks Landing Road to Blue Mound Road - Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0' pate 5-25-17 Surface Elevatlon Type CME -55, wl CFA o >. E C) N CLL �v rn� a oCO Stratum Description o zw o o a U in _:t 'N� >=' woxi Nc �N c0iE� C6 A my oo cp coo w D a a o4)L0? LTE ma -F- a. in JJ a� 0_5 �U 5_J 5Ua ASPHALT, 3.5 inches thick LIME TREATED CLAY, 10 inches thick 2.25 72 641 261 38 20 97 2.75 1 1 26 CLAY, dark brown, w/ calcareous nodules, stiff -grades brown to light brown below 3' 1.5 21 1071 3410 3.0 19 5 SHALY CLAY, light brown to tan, W1 calcareous nodules and deposits, stiff to hard 2.75 19 4.5+ 231 1 LOG OF BORING No. B-6 PLATE A.8 %-A AT 4AV'_TTJRAT2TMC_ TMr Project No. Boring No. Project Bonds Ranch Road Improvements - Phase 2 ` mLJ 103-17-250 B-7 Hawks Landing Road to Blue Mound Road - Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0' Date 5-25-17 Surface Elevation Type CME -55, w/ CFA Stratum Description LL d �. ) A yy Q E W 0 o C1 o o D! N C o CM. ui0! c � o 000 a) mo - F- a. in _ Cy LL ' LL 4j f o o� " f a y �7 a V V X M —7 'C N to 4I 5 C .i-' f/1 3 E S o'E g E Dov o o c� c o o �.D a� a5 :20 » D0(L ASPHALT, 3 inches thick LIME TREATED CLAY, 8 inches thick 1.25 68 57 25 32 33 93 CLAY, dark brown, w/ calcareous nodules, stiff 3.0 28 94 2890 -firm above 2' 2.75 25 5 -grades brown below 4' 3.0- 24 SHALY CLAY, light brown to tan, w/ ironstone 3.25 67 20 47 22 102 nodules, very stiff 3.25 21 1 ----------------------- a a a LOG OF BORING NO. B-7 PLATE A.9 naATn ... Project No. Boring No. Project Bonds Ranch Road Improvements -Phase 2 ivl� 103-17-250 B-8 Hawks Landing Road to Blue Mound Road - Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0' Date 5-25-17 Surface Elevation Type CME -55, w/ CFA E N 0.5;O c LL o� Q T o Stratum Description o LL 4) r- 0 0 r= o 0 3W -u_ y m 'ate .E 'a'.E " x y: oU i3 E 'o WCi W rr o m m .� m m0- n.(n JJ a. =J cya v o 'c a c o o a = 2U ASPHALT, 5.5 inches thick LIME TREATED CLAY, 12 inches thick, w/ 4.5+ 27 8 abundant limestone fragments, hard 3.0 63 21 42 26 94 4070 CLAY, dark brown, w/ calcareous nodules, stiff 3.0 29 -grades brown, w/ ironstone nodules below 4' 3.0 26 5 2.5 26 2.25 28 10 ----------------------- LOG OF BORING NO. B-8 PLATE, A-10 ('A AT RAV'.iNRRRTA r TNC Project No. Boring No. Project Bonds Ranch Road Improvements - Phase 2 103-17-250 B-9 Hawks Landing Road to Blue Mound Road - Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0' Date 5-25-17 Surface Elevation Type CME -55, w! CFA LL o T � o LL 26 U, d o C Stratum Description o � Z o o a= D o 0 SIL 3c 'y NDtT i7 X Nye,, > m= a1a>c CfU CL,U $E� W o_ d cc omamy mn.P N> oo a. co JJ a5 a5 �L 'c`� coo » �c0a ASPHALT, 3 inches thick LIME TREATED CLAY, 8 inches thick 1.5 55 501 22 28 20 98 CLAY, dark brown to brown, w/ limestone 1.5 15 fragments, stiff 3.25 18 SILTY CLAY, tan, w/ limestone fragments and 2.75 34 19 15 15 118 5 calcareous deposits, stiff to very stiff SHALY CLAY, light brown, w/ occasional fractured 4.5+ 1 21 limestone seams, hard fd 4.5+ 22 —10— LOG OF BORING NO. B-9 PLATE A.11 LOG Pro'ect No. 103-17-250 Boring No. B-10 % Project lYxJ 1 Bonds Ranch Road Improvements - Phase 2 Hawks Landing Road to Blue Mound Road - Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 20.0' Completion 1 Date 5-25-17 u o d >+ o Surface Elevation Type CME -55, wl CFA u 0 LU of o a of o w N CLL C c ' 9L 0 Orn �� o N� C .0� U� U 7 0 (� C 0.� 3C� y> 7I M=' My � vi C oa,u? 0a, CrE �E ,av oo c `cgoo m a. H- n. Co :5:5 a -1 a = 25 =):9 c� n. Stratum Description 5 10 15 20 CLAY, dark brown, w/ limestone fragments, hard 4.5+ 65 22 431 24 4.5+ 121 91 SILTY CLAY, light brown, tan, and gray, w/ fractured limestone seams and calcareous deposits, hard 4.5+ 201 97 4.5+ 40 15 25 13 117 7620 4.5+ 16 120 3690 LIMESTONE, tan, w/ clay seams, very hard 00/0.75' LIMESTONE, gray, w/ shale seams and layers, hard to very hard ----------------------- 00/0.75' 00/1.25' LOG OF BORING NO. B-1 0 PLATE A.12 FREE SWELL TEST RESULTS Project: Bonds Ranch Road Improvements - Phase 2 Hawks Landing Road to Blue Mound Road - Fort Worth, Texas Project No.: 117-17-250 ng TVo, Dopth lNerval Ot ) Sample �eScrxpti0l't B — 2 4-5 Silty Clay B-5 9 —10 Silty Shaly Clay I S�ueil L PL, B-7 B-8 7-8 2-3 Shaly Clay Clay B — 9 B-10 4-5 3-4 Silty Clay Silty Clay Liquid ; Plastic Platticity ! Moistore'. Percont Llmii ( Limit ' rn�ex -- Cnfanf la I S�ueil L PL, 1 PI Jnilial Fina!° l 45 17 28 10.4 1 13.4 0.1 43 17 26 16.2 18.0 0.6 67 20 47 22.4 23.5 0.2 63 21 42 25.7 28.4 1.2 34 19 15 15.1 16.8 0.1 40 15 25 12.5 + 16.5 2.0 Free swell test performed at approximate overburden pressure CMJ ENGINEERING, INC. PLATE A.13 T LIME SERIES TEST RESULTS Project: Bonds Ranch Road Improvements - Phase 2 Hawks Landing Road to Blue Mound Road - Fort Worth, Texas Project No.: 117-17-250 Boring No.: B - 5 Depth: 1' to 2' Material: Clay Percent Lime pH 0 8.78 2 10.92 4 12.01 6 12.26 8 12.40 10 12.42 Boring No.: B - 9 Depth: 1' to 2' Material: Clay Percent Lime pH 0 9.34 2 11.85 4 12.38 6 12.42 8 12.45 10 12.45 CMJ ENGINEERING, INC. PLATE A.14 SOLUBLE SULFATE TEST RESULTS Project: Bonds Ranch Road Improvements - Phase 2 Hawks Landing Road to Blue Mound Road - Fort Worth, Texas Project No.: 117-17-250 Boring No. Depth (ft.) Material Soluble Sulfates (ppm) B-1 2 - 3 Clay <100 B-2 1 - 2 Clay <100 B-3 1 - 2 Clay <100 B-5 1 - 2 Clay <100 B-6 1 - 2 Clay <100 B-7 1 - 2 Clay <100 B-8 1 - 2 Clay <100 B-9 1 - 2 Clay <100 Note: Test Method TxDOT Tex 145-E. CMJ ENGINEERING, INC. PLATE A.15 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Pavement Design Agency: City of Fort Worth Company: Kimley Horn Contractor: CMJ Engineering Project Description: Bonds Ranch Road - Phase 2 Location: Fort Worth, Texas Rigid Pavement Design/Evaluation PCC Thickness 10.38 inches Design ESALs 13,170,000.00 Reliability 90.00 percent Overall Deviation 0.39 Modulus of Rupture 620 psi Modulus of Elasticity 4,000,000 psi Load Transfer, J 3.00 Mod. Subgrade Reaction, k 221 psi/in Drainage Coefficient, Cd 1.00 Initial Serviceability 4.50 Terminal Serviceability 2.50 Modulus of Subarade Reaction Ik-value) Determination Resilient Modulus of the Subgrade 4,118 psi Resilient Modulus of the Subbase 12,392 psi Subbase Thickness 8.00 Inches Depth to Rigid Foundation feet Loss of Support Value (0,1,2,3) Modulus of Subgrade Reaction 220.90 psi in 6/27/2017 2:41:05 PM Engineer: JPS —P ATE BA WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Flexible Design Inputs Agency: City of Fort Worth Company: Kimley Horn Contractor: CMJ Engineering Project Description: Bonds Ranch Road - Phase 2 Location: Fort Worth, Texas Flexible Pavement Design/Evaluation Structural Number 5.37 Soil Resilient Modulus Design ESALs 13,170,000.00 Initial Serviceability Reliability 90.00 percent Terminal Serviceability Overall Deviation 0.45 Layer Thickness Determination 6,618.50 psi 4.20 2.50 �J Layer Layer Drainage Layer Layer Material Coefficient Coefficient Thickness SN HMAC Ty D 0.44 1.00 2.00 0.88 HMAC Ty B 0.41 1.00 11.00 4.51 SN 5.39 6/27/2017 2:45:07 PM Engineer. JPS PLATE 13.2 GC -6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK M in CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 N" FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form ATTACHMENT 1A Page 1 of 6 OFFEROR COMPANY NAME: Check applicable block to describe Jackson Construction, Ltd Offeror HV( M/W/DBE NON-M/W/DBE PROJECT NAME: Bonds Ranch Rd Corridor Improvements from US 287 Northbound Frontage Rd to East of Shire Meadow or BID DATE 07/19/2018 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 % 3.64 % 101009 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 1 st 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 ATTACHMENT 1A Page 2 of 6 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. SUBCONTRACTOR/SUPPLIER NCTRCA N o Company Name T n Detail Detail Address Telephone/Fax i e B B M Subcontracting Work Supplies Purchased Dollar Amount Email r E E B Contact Person E C. Green Scaping, LP 1 Landscaping $163,740.00 8917 Cardinal Lane N. Richland Hills, TX 76180 817-577-9299/817-577-9331 ❑ ❑ dloucks@greenscaping.com Cody Johnson Reliant Haulers, LLC 1 Hauling by $39,937.50 2745 FM 2265 Dump Truck Chico, TX 76431 940-210-9400 Phone � ❑ relianthaulers@outlook.com Julian Gonzalez ❑ ❑ Reynolds Asphalt 1 HMAC $86,912.00 PO Box 370 Euless, TX 76039 817-267-3131/817-267-1878 ❑ ❑ Imayo@reynoldsasphalt.com Laura Mayo Metroplex Pavement 1 PAVEMENT $53,168.66 Markings, LLC MARKINGS & PO Box 153950 ❑ ❑ STRIPING Irving, TX 75015-3950 972-399-3500 972-313-0059 Independent Utility 1 TRAFFIC $245,813.80 Construction SIGNAL 5109 Sun Valley Drive ❑ ❑ INSTALLATION Fort Worth, TX 76119 817-478-4444 PHONE estimating@iuctx.com Rev. 2/10/15 FORT ATTACHMENT IA Page 3 of 6 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. SUBCONTRACTOR/SUPPLIER NCTRCA N Company Name T n Detail Detail Address Telephone/Fax i M W Subcontracting Work Supplies Purchased Dollar Amount i Email ' B E B E B Contact Person E JM MATERIALS, INC. 1 ROCK $59,411.50 ' Box ALVORD, TX 76225 T AGGREGATE 940-427-2033 PHONE 940-427-2789 FAX D. ELKI NS@JMMATERIALS.COM Don Todd Elkins JM MATERIALS, INC. 1 SAND $2,808.00 PO BOX 199 AGGREGATE ALVORD, TX 76225 .940-427-2033 PHONE El 1:1940-427-2789 FAX D.ELKINS@JMMATERIALS.COM Don Todd Elkins Redi-Mix Concrete 1 LIME $31,680.00 PO Box 844425 Dallas, TX 75284 ❑ ❑ 817-835-1100 PHONE 817-835-4074 FAX City Concrete Inc. 1 Concrete $506,319.57 PO Box 890 Redi-Mix TX 76078 940-76 940-766-3291 Phone ❑ 940-766-3293 Fax joe.white@cityconcreteinc.com Joe White Forterra Pipe & Precast, Inc. 1 PIPE & PIPE $63,069.80 PO Box 842481 FITTINGS Dallas, TX 75284 972-653-5678 PHONE 972-264-6236 FAX FABCO 1 REBAR $67,745.31 7410 APACHE ST. HOUSTON, TX 77028 713-633-6500 PHONE Rev. 2/10/15 r - r r - FORT WORTH ATTACHMENT 1A Page 4 of 6 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. SUBCONTRACTOR/SUPPLIER NCTRCA N Company Name T n Detail Detail Address Telephone/Fax i e B B M Subcontracting Work Supplies Purchased Dollar Amount Email r E E B Contact Person E MMG Building & Construction 1 PORTABLE $2,024.28 Services TOILET 6212 Anglin DrEl Forest Hill, TX 76119 ❑ ✓RENTAL 817-510-0490 PHONE 817-510-0495 FAX Independent Utility 1 SIGNS $114,834.00 Construction 5109 Sun Valley Drive Fort Worth, TX 76119 817-478-4444 PHONE estimating@iuctx.com Reynolds Asphalt 1 ASPHALT $1,227,457.00 PO Box 370 PAVING Euless, TX 76039 817-267-3131/817-267-1878 ❑ ❑ r/ Imayo@reynoldsasphalt.com Laura Mayo Dallas Lite & Barricades 1 TRAFFIC $45,194.38 PO B223724 CONTROL & Dallas, TX 75222 214-748-5791 PHONE ✓ BARRICADES 214-748-3586 Fax gary@dlbinc.net Gary Ishmael STORM WATER 1 EROSION $5,774.00 MANAGEMENT, INC. CONTROL PO BOX 16406 ❑ FT WORTH, TX 76162 PHONE: 817-975-9307 FAX: 817-419-9307 T -BAR FENCE, INC. 1 FENCE/FENCI $11,400.00 1912 PEYCO DR. S NG ARLINGTON, TX 76001 ❑ ❑ PHONE: 817-467-0412 FAX: 817-467-7330 Rev. 2/10/15 .� FoR_ T� x ATTACHMENT 1A Page 5 of 6 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. SUBCONTRACTOR/SUPPLIER NCTRCA N ° Company Name T n Detail Detail Address i M w Subcontracting Supplies Dollar Amount Telephone/Fax ' B B B Work Purchased Email E E Contact Person E Forterra Pipe & Precast, 1 MANHOLE $27,053.50 Inc. SUPPLIES PO Box 842481 ElDallas, TX 75284 972-653-5678 PHONE 972-264-6236 FAX CROSSROADS, LP 1 GUARD RAILS $13,176.25 5012 DAV I D STRICKLAND RD ❑ ❑ FORT WORTH, TX 76119 817-634-0044 PHONE 817-634-0048 FAX CROSSROADS, LP 1 SIGNS $36,360.00 5012 DAVID STRICKLAND RD El ❑ FORT WORTH, TX 76119 817-634-0044 PHONE 817-634-0048 FAX XTREEME SAWING & SEALING 1 CONCRETE $2,982.00 PO BOX 800445 CUTTING BALCH SPRINGS, TX 75180 214-677-7447 PHONE 972-288-9792 FAX El XTREEME_007@HOTMAIL.COM OMAR GUERRERO XTREEME SAWING & SEALING 1 JOINT $8,109.50 PO BOX 800445 SEALING BALCH SPRINGS, TX 75180 214-677-7447 PHONE El972-288-9792 FAX XTREEME 007@HOTMAIL.COM OMAR GUERRERO El Rev. 2/10/15 - FORT WORTH Total Dollar Amount of MBE Subcontractors/Suppliers I $ 203,677.50 Total Dollar Amount of Non -MBE Subcontractors/Suppliers I $ 2,611,293.05 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS I $ 2,814,970.55 ATTACHMENT IA Page 6 of 6 The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in 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. Authorize Signature President Title Jackson Construction, Ltd Company Name 511? Sijn Valles f)rivP r- Address Fnrt Wprth TX 7611 q City/State/Zip Troy L.Jackson Printed Signature Contact Namerritle (if different) 817-572-3303/817-478-0443 Telephone and/or Fax E-mail Address 1111V _% 1, ?n1 R Date Rev. 2/10/15 FORT ORTH City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form ATTACHMENT 1B Page 1 of 1 OFFEROR COMPANY NAME: Check applicable block to describe prime Jackson Construction, Ltd MM/DBE I X NON-M/W/DBE PROJECT NAME: BID DATE Bonds Ranch Rd Corridor Improvements from US 287 Northbound Frontage Rd to East of Shire Meadow Dr 07/19/2018 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 % 3.64 % 1101009 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 p.m., on the second City business day after bid opening, exclusive of the bid opening date, will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? 1 11 YES If yes, please provide a detailed explanation that proves based on the size and scope of this X 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. X 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 / President Title Jackson Construction, Ltd Company Name 5112 Sun Valley Drive Address Fort Worth, TX 76119 City/Stateaip Troy L. Jackson Printed Signature Contact Name (if different) 817-572-3303 817-478-0443 Phone Number Fax Number Email Address 07/23/2018 Date Rev. 2/10/15 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form ATTACHMENT 1C Page 1 of 4 OFFEROR COMPANY NAME: Check applicable block to describe Jackson Construction, Ltd. Offeror PAVEMENT MARKINGS & STRIPING MM/DBE I X I NON-M/W/DBE PROJECT NAME: Bonds Ranch Rd Corridor Improvements from US 287 Northbound Frontage Rd to East of Shire Meadow Dr 07/19/2018 BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 iia 3.64 Bio 101009 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 GUARD RAILS MANHOLE SUPPLIES PAVEMENT MARKINGS & STRIPING HMAC SIGNS ROCK AGGREGATE PORTABLE TOILET RENTAL SAND AGGREGATE TRAFFIC SIGNAL INSTALLATION LIME ASPHALT PAVING CONCRETE REDI-MIX TRAFFIC CONTROL & BARRICADES PIPE & PIPE FITTINGS EROSION CONTROL REBAR FENCE/FENCING LANDSCAPING HAULING BY DUMP TRUCK CONCRETE CUTTING JOINT SEALING 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 06 / 05/ 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? _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.) —K—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.) X 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? __X__ Yes 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? Yes (If yes, attach all copies of quotations.) __X—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.) X_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 MBEs) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorize Signatur President Title Jackson Construction, Ltd Company Name 5119SunValle;,Drive Address Fnrt Wnrth, TX 7611 City/State/Zip Troy I . Jackson Printed Signature Contact Name and Title (if different) 817-572-3303 817-478-0443 Phone Number Email Address July 23. 2018 Date Fax Number Rev. 2/10/15 r_� FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form ATTACHMENT 1C Page 1 of 4 OFFEROR COMPANY NAME: Check applicable block to describe Offeror MAN/DBE NON-M/W/DBE PROJECT NAME: 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 Offeroes 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, small satisfy -the Good Faith Effpit requirement absent proof of fraud, intentional and/or knowing misrepresentation Qf 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 FIRMS1 On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (use aaamonat sneers, /r 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 MMBE Office. Yes No Date of Listing 3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? -' Yes (If yes, attach list to include name of MBE firm, person contacted, phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the GFE non-responsive.) No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days 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. 4� 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 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Title Company Name Address Printed Signature Contact Name and Title (if different) Phone Number Email Address City/State/Zip Date Fax Number Rev. 2/10/15 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered; use "N/A" if not applicable. Name of City project: A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the .oint venture MBE firm name: Non -MBE firm name: Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scone of work of the MBE: 11 Describe the scone 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 information is described in joint venture agreement) Profit and loss sharing: Management decisions: a. Estimating Capital contributions, including equipment: - --------- --------------- —------------- ----- b. Marketing and Sales Other applicable ownership interests: ----------------------------- ------ c. Hiring and Firing of management personnel 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating - --------- --------------- —------------- ----- b. Marketing and Sales ----------------------------- ------ c. Hiring and Firing of management personnel ------------------------------------- ---- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev. 2/10/15 Joint Venture Pane 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Name of MBE firm --------------- -------------------- --------------------------------- Name of non -MBE firm Printed Name of Owner 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 State of On this day of Notarization County of 520 , 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 (sea[) Rev. 2/10/15 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form ATTACHMENT 1B Page 1 of 1 OFFEROR COMPANY NAME: Check applicable block to describe prime YES MNV/DBE Title NON-MAN/DBE PROJECT NAME: BID DATE City's MBE Project Goal: % Offeror's MBE Project Commitment: % PROJECT NUMBER If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 p.m., on the second City business day after bid opening, exclusive of the bid opening date, will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? Printed Signature YES If yes, please provide a detailed explanation that proves based on the size and scope of this Title NO project, this is your normal business practice and provide an operational profile of your business. Company Name Will you perform this entire contract without suppliers? Address YES If yes, please provide a detailed explanation that proves based on the size and scope of this City/State/Zip 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 Contact Name (if different) Title Phone Number Fax Number Company Name Email Address Address Date City/State/Zip Rev. 2/10/15 FoRoH 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. 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 MBEparticipation: 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 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form ATTACHMENT IA Page 1 of 4 OFFEROR COMPANY NAME: Check applicable block to describe Offeror M/W/DBE NON-MNV/DBE PROJECT NAME: 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 1 st 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 Foxr_�TH 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. SUBCONTRACTOR/SUPPLIER NCTRCA N ° n Company Name T Detail Detail Address Telephone/Fax i ' M B W B B Subcontracting Work Supplies Purchased Dollar Amount Email Contact Person E E E El El El ❑ ❑ Rev. 2/10/15 r7 - 1 r, r" r, F_— ? -I tom r" FORTWORTH TWORTH ATTACHMENT 1A � *4� 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. SUBCONTRACTOR/SUPPLIER NCTRCA N ° n Company Name T Detail Detail Address Telephone/Fax i ' M B W B B Subcontracting Work Supplies Purchased Dollar Amount Email Contact Person E E E E] El E Rev. 2/10/15 FoR_ RT 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 Title Company Name Address City/State/Zip Printed Signature Contact Namerride (if different) Telephone and/or Fax E-mail Address Date Rev. 2/10/15 r" F" GC -6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate l 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 Y 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 ti 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. µ Page 1 of 1 po GR -01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Bonds Ranch Rd Corridor Improvements from US 287 NBFR to Shire Meadow Dr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009 Revised July 1, 2011 w 1p 1r w w i� m IN m iw IN i m In m CITY OF FORT WORTH WATER DEPARTMENTS UPDATED: 03-18-2018 STANDARD PRODUCTS LIST Approval Sec No. Classsification Manufacturer Model No. National Spec Size WASTEWATER Manhole Inserts - Field Operations Use Only (Rev 2/3/16) 3305 13 Manhole haat Knulmn ErAerlaraer Made te Order- Plamic ASTM D 1248 For 24" da. 330513 Manhole Leat &.fhWt—Pbgrng Made to Order-Pla+tic ASTMD 1248 For24"die. 330513 Manhole haat Noflow-Inflow Made to Order - Plastic ASTMD 1248 For24"dk. 0923/96 330513 Manhole been Soul—tan Pecking &Seals, Inc. Lifi.Saver-Stainless Steel For24"din 0923/96 3305 13 Manhole heat Sowhwestem Peekang & Seals, Inc. Teharl.ok- Stamlm Steel For 24" die Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 330513 Manhole Fames and Covca Weston hon Worker, Bear & Hays Foundry 1001 24'1x40* WD Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 330513 Manhole Frames and Coven Western hon Wo&s Bear& HaysFo 30024 24"Dia. 330513 Manhole Fames and Coven MaKrolaylonWorklee. A24AM 24" Dim, 33 05 13 Manhole Fame. and Covers Neenah Cadim 24" Dia. 3305 13 Manhole Fines and Cove. SAgoo Corporamen MH -144N 3305 13 Manhole Frames and Covera slarre corperairen MH -143N 33 05 13 Manhole Frames and Coven Pont-A-Mousson GTS -STD 24" dies 33 05 13 Manhole Fame. and Covers Neenah Ceding 24" die 10/31/06 330513 Manhole Frames and Coven ed Powesed limaged Ductile hon Manhole ASTM A536 24"Dia 72503 33 05 13 Manhole Frames and Covera Sams -Gobain Imes emrezhame RE32-REFS 30" Dia 01/31/06 3305 13 30" DI MH and Cover East Jordan hon Works V1432-2 and V1483 Designs AASHTO )306-04 30" Die. 1102/10 33 05 13 30" DI MH Rim and Coves sixore corporetron MH1651FWN & MH16502 30" Dia 07/19/11 33 05 13 30" DI MH Ring and Coves StarPiprProduela, M1D2FTWSS.DC 30" Dr. 08/10/11 33 05 13 30" DI MH Ran, and Cover Accocasl 220700 Heavy with Craske Rm 30" Da 10/14/13 330513 30" DI MH Rarg and Cover ed&Laekable East Jordan hon Warta wah Cam LockMIPICfr-Geake ASSHTOMI05&ASTMA536 30"Die 06/01/17 340513 30- DI MH Ring and Cover &Lockable C1 SIP lndustm 2280 32" ASTM A 48 30"Dia 0824/17 3305 13.01 30' DI MH Rim and Cover jrge &. Lock Co site sawparcovar and Cover w/f.ock HD/FRP Co me 30" Dia Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16 3305 13 Manhole Framer and Coves Pont-A-Moumon peartildd 24' Dia 33 05 13 Manhole Frames and Covers Neenah Ceding 24' Dia 330513 Mnhk Frames and Coven western hon Waiwdeas& Bay.F 3W24P 24"Dia 330513 Manhole Frmnes and Covers M Ironwodkslne. WPA24AM 24"Die. 0308/00 330513 Manhole Fames and Coven A-- RC -2100 ASIMA48 24"Die. 0420/01 330513 Manhole Fame and Coves SIP Lrdtutries Private Ltd 300-24-23.75 Ring and Cover ASTMA48 24'Die. Manholes & Bases/New/Components 33-39-10 (Rev 2/3/16) 0723/97 330513 Hydrephibe Wateralop Asehi Kogyo KK Adrka Ultra -Seal P-201 ASTM D2240/D412/D792 0426100 33 05 13 Ofl t Joint for 4' Dims MH Harron Concrte Fnduet. Dm Na. 35-0048-001 0426100 330513 Pmfik Gmkelfor4'Dima MH. Press -Seal GaaMCarp. 2504G Casket ASTM C -043/C-361 SShfi 12699 330513 HDPE Mnhok Adjusbrard Rings Ladtarb, Inc HDPE Adjuxtrerent Ring Non -traffic mem 5/1305 330513 Manhole ExteneT wrap Cameo -CPS WrapidSal Manhole Epee tion Syataur Manholes & Bases/New/Precast Concrete (Rev 1/8/13) 333910 Manhole, Precast Concrete Hydra Conduit Cap SPL hem 049 ASTM C 478 48" 333910 Manhole, Precast Concrete Weer Concrete Pip, Co. Ino. ASTM C-443 48" 333910 ManholeP¢caat Concrete Fo fonra Gifford- Hasson ASTMC 478 48" 0426/00 33 39 10 MR Sarada, Offset Seal Joint F f Gifford- Henson Type F Dg 35-0048-001 ASTM C 478 48" Diem MH 092396 33 39 10 Manho Recast comete concree Product br. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48'./32"- 8'w/32"woe08/3006 0&30/06 33 39 10 Manhole,Precast Concrete The Trona C 48" I.D. Meohole w/ 24" Cone ASTM C 478 48' 1027/06 33 39 10 Manhole, Pretest Comate Oldcank Power Inc. 48" LD. Manhole w/ 24' Cone ASTM C 478 48" Diam w 24" ' 068/10 333910 Manhole, Precast ince Pol er mete US Co site Pipe Remfmced Polyancr Concrete ASTM 076 48"to 72' Manhole & Bases/New/Fiber ass 33-39-13 1/8/13 12699 '212 13 F Mnhok Fluid Comainmem, Im. Flowtite ASTM 3753 Non -traffic mea 0830/06 33 13 F Mmnhok L.F. Mmufwtmrkg Non -teff. area Manboles & Bases/Rehab Svstems/Cementitiolls E1-14 Manhole Rehab syshm. Quad- GC23/01 E1-14 Manhole Rehab System sta uni Cemem Materials, ho. Reh iter MSP EI -14 Manhole Rehab Sysbana AP/MPermnfom 42001 EM4 Manhole Rehab System Strong Company strong Seal MS2A Rehab Syatear 5/12M3 EI -14 Manhole Rehab System ins Poly-mplax Techaralopea MH repair produet to infiltration ASTM D5813 083006 General GonaeteR F1e.Kree Tech -1 gi, Vinyl P.eatar Repair P duct Mi.. Use Manholes & Bases/Rehab Svstems/NonCementitious 0520/96 EI -14 Manhole Rehab System S Spray Wall Polyuratharx,Coa' ASTMD639/D790 EI -14 Manhole Rehabs sterns son Coast 12/1401 Coatung for Corrosion ftixtmor ERTECH Series 20230 and 2100 (Asphatic Emukion For P cter(or Coating of Coneete Structures Only 013106 Co m for Conskn Protection Chesterton Aro 791, SIHB, S1, S2 Acid Resonance Teat Sli ata os 8282.1. Co for Corrosion Protection Wartm Envaonmmtal 5-301 and M-301 I Sewn Anoticetiom 0830/06 03/19/18 Coatings for Corrosion Protection 330516,3 39 10, 33 39 20 Coating for Corrosion protoodon(Exfaior) Pipe/New/Centrifugally Cast Fiberglass Reinforced Pi ce Ciadel Sherwin Williams 33-31-13(1/8/13) SLS -30 Solids Epoxy RR&C Da.pproofivg Non-F'baod Spray Grade (Asphatic Enrlci..) Sewer Apphcaw. For Exterior Coating of Concrete Stnrtures Only 72197 333113 Cot Cant Fibender, Hobos DSAjn.. Hoban Pi on -Panama ASTM D3262ID3754 0322/10 333113 Fiberdass Pipe Amaron Bondshnd RPMP Pipe ASTM D3262ID3754 10/3.03 GI—Fber Reinforced Po Amitech USA Flowtite ASTM D3262JD3754 4/1405 Polyrner Modified Concrete Pipe Amtech USA MycrPolyeratePrpr ASTM C33, A276 F477 8'te 102" Class V 0609/10 E14 Ramt'aced Po Coa me Pip, us Cropoit. Pip, Reinforced PolyEw Carcrzte Pqx ASTM 076 Pi ew/Concrete El -04 Com. Remf ed Wall cerate Pipe Co. Inc. ASTM C76 El -04 Core. Reinforced Hydro Condat Co tion Class IB T&G, SPL Item 077 ASIMC 76 EI -04 Cone. ' 12einforeed Hamson Conerete ]'nodtrcta ASTM C76 BI -04 Com. Reinfonwd Conerete Pipe & Products Co. hr. ASTM C 76 Pipes/New/Duchle 1=33- I I - 1 OLI /8/13) 331110 Dwtdelmn Pipe Gnffm Pipe Products Co. Super Bell-Tite Ductile hon Pressure Pipe,Class AWWAC150,C151 3"Ihro24' 331110 Ductile hon Pipe Armenian Ductile hon Pipe Co. American Fastite Pipe AWWAC150,C151 4',8"&10' 331110 Durmlelmn Pipe U.S. Pipe and Foumdry Co. AWWAC150,CI51 331110 Ductiklmnpipe mwene Cast hon Pipe Co. AWWAC150,Cl5l .7 Prepared 3/192018 Page 1 CRY MINE OF FORT WORTH WATER DEPARTMENTS UPDATED: 03-19-2018 STANDARD PRODUCTS LIST Approval Sec No. Classsification Manufacturer Model No. NationalSpec Size PiDes/New/PVC (Pressure) 33-11-12 (4/1/13) 12102111 33-11.12 DR -14 PVC Piessme Pipe Pipetife Jetstremo PVC Pursue Pipe AW WA C900 4" thrn 12" 1022/14 33-11.12 DR -14 PVC Pseame Pipe Royal Building Products Royal Sal PVC Prnsae Pipe AVMA C900 4" tarn 12" Pi s/New/HDPE i eBlust li linin 33-31-23(1/8/13 tae D—pap,.Inn. Ductile Po leve ASTMD 1249 8" Polydflnvlae pipe Pln c Inc. ASTMD 1248 8" dv leve pipe Polly Pipe, Ina. ASI A D 1248 B" 1 nate pipe CSR Hydro ConduWPrpalme Systarm, McConnell Pipe Enlargement ASTM D 1248 Pi ew/PVCe 33-31-20 (7/1/1 L 33-31.20 PVC Sewer Certain -Ted Products Corp ASTM D 3034 4" thin 15" 33-31.20 PVC Sewer Pipn Napco Mamfwtmog CorpASTM D 3034, D 1784 4'&g* 33-31-20 PVC Sewer Pipe J -M Manufacturing Co., Inc. (JM AS1M D 3034 4"- 15' 1223/97• 33-31.20 PVC Sewer Pip, Diamond Plastica Corporation SDR -26 and SDR -35 ASTM F 789, ASTM D 3034 4" tluu 15" 33-31-20 PVC Sear Pip, Lammn Won Pip, ASTM F 789 4" thru 15" 33-31.20 PVC Sews Pip, Royal Building Products Royal Seal Solid Wan Pipe SDR 26 & 35 ASTM 3034 4" thru 15" 01/18/18 33-31-20 PVC Sewer Pipe V' lath PVC Pilpe Gravity sewer ASTM D3034 4"1hn 15" 11/11198 33-31-20 PVC Sewer Dimmed Plastics Corporation "S" Gn ewn S AS1M F 679 18".27" 33-3120 PVC Sewer J -M Mand Co, Im, JM ASTMF 679 18"-27" 09/11/12 33-31-20 r ' eJet Streets SDR -26 and SA -35 ASTM Ffi79 18" 05106/05 33-31.10 Wall Pipe Diemand Plastica Corywstion p546ASTM Ffi79 18".48" 0427/06 33-31.20 �PVCS�-crFittiogs Hemp SDR -26 and SDR-35C-*dF AST ..34,I117.,e. 4"-15" 33-31.20 r Finings Plastic Trends, m.c Gasketed PVC Sewer Main F ASTMD 3034 11/17/99 3/192018 3/192018 E100.2 rofile PVC Pipe 33 31 20 PVC Be.. Pipe 333120 PVC Sew. Pipe Pi w/Ribbed Q.. Pfil. Le Diameter Diamond Plastica Corporation P'ipaii e M shale Pipelde M Stream SDR 35 SDR 26 ASTM 1801T794 ASTM F679 ASTM D3034 18".48" 58'-24' 4"-15" 0926/91 E10D-2 PVC Sew. %bbed L— V be Pipe Carlon V im KC. Cloxd Profile ASTM F 679 18" to 49" 0926/91 E100-2 FVC Sewer PiK Rtbbd Extruw'on Tmhm Inc, Ulf -Rib Op, Aofik Sewer Ppe ASTM F 679 18"u,48" E100-2 PVC Sewer Pip, Ribbed uponor EP company 11/10/10 ]00-2 Pol lane Sew. Pipe, Double Wall Advemed System ADS SanTi a 13P Double Wall C ASTM F 2736 24"-30" I l/10/10 100-2 Po lenn Sew. Pipe, T le Wan Advan ad ADS Sam -Fite HP Triple Wd Pipe ASTM F 2764 30" to 60" 05/16/11 Steel Reinforced Pot Ise Pipe CmTech Construction Products Dmmeoa ASTMF 2562 24'.72" Pices/Rehab/CIPP 33-31-12 (01/18/13) Cured ppipe Iswulo� Texek, lm ASJMF 1216 05/03/99 Cured mPlace National for-ech Group National Liner, SPL Item 927 ASTM F -1216/D-5813 0529/96 Cured isPlace Ida lnr/Wm. Tmhm USA anuric Twbwlogy ASTMF 1216 Pipes/Rehab/Fold &Form ---FF.ld-dF—Pxm Collam Pipe Sysunat., Inc. 11103/98 Fold and Four, PVa bstudorm Tedonlogiss,Im. bisimtbrm"NuM ' ASIMF-1504 Fold and Form ' American Pipe &Plastica Im. Dam. Purnow 0n1 12/04/00Fold sod Form ' Ial Rhma Ulhalin. PVC ASTMF-1504 1871 1867 06109/03 IFold and Form Pipe MrB. EX Method ASTM F-1504 F-1947 Up to 18" diemela' PiDe Enlarament Svstem M 33-31-23 01/18/13 PIMS stem PB4 Corporation Po dh tem PIMC .,Piscetawa N.J. Approved PrevmaIV MCConnaRs stems Melat Consumbon Po lar Houston, Tatra Approved Pramusly TRS S stams Tremhlas R k—a Po tem Calgary, Canada Approved Previo Pice Casirm Spacers 33-05-24 (07/01/13) 11104/02 Steel Casing AdVan=d Products and Systems, inc. Carbon Stat Spectra, Model SI 02IM3Sninless Steel Casing Spec AdvamedProducts and Systema, Ina. Stainless Steel Spacer, Model SSI 0422/97 casing Spacers Cascade Wat.woha Mamd using Casing Spaces 09/14/10 Stainless Sled Casing Spm. Pipeline Sal and Inaoleter Sinless sled Casing Space Up to 48" <I>Q> 09/14/10 Coated Steel Cam Speen Pipeline Seal and Insulator Coated Steel Casin Speeaa Up.48" <1XD 05/10/11 03/19/18 03/19/18 Coatin¢S/Epmcv stamlas Steil Casing Spina Casing Spree Casing SP— 33-39-60(01/08/13) Powasaal HWM BWM 4810 Powaehock S&12 Casing Spma(Smmlcn Sled) FB -12 Casing Spaca(Coated Carbon 91—J) for N fteand Grouted Camung Up.48" -- 0225/02 Epoxy Loung Systan, swaseenn, Inc Se—Gard 21085 IA County 9210-1.33 12/14/01 Epoxy Lining"Salem Estmh Techsxal Cm= Ertmh 2030 and 2100 Serra 04/14/05 Interior Ductile hon Pipe Coating Iduron PI tec.401 AS1MB-117 Ductile Iron Pive Only 01131106 Ca' for Corrosion Protection Chstaton Ase791, S1I-IB, SI, S2 Acid Resit—Test Sews Applications, 8282006 Co for Corrosion Protection Wena EnvhoamenW 5-301 ed M-301 Sew. 'ons o e WATER Pipes/33-31-70 (01/08/13) 01/18/18 3/192018 3/192018 33-11.12 PVC Press- Pipe Vmyhmh FVC Pipe 331112 PVC P— Pip Pipd'de Jt sbase 331112 PVC P.—Pipe Pipew let stream Pipes(ValveS & Fitdrl¢s/Combination Air Release 33-31-70 (01/08/13) DR14 DR18 AW WA C900, AW WA C605, ASrMD1784 AVIWAC900 AWWA C900 4"-12" 4'-12' 16"-24" EI -Il Combination Atr Relax Valve GA Idu Iris, lm. Empire Air and Vmmaa Valve, Model 935 ASIM A 126 CIm B, ASTMA 1-&2" El -ll CombinstionA, Aerie Valve M M—turan,Co. CrispmAirard V—Valves, Model No. A5, 12",1'&2" EMI Combination An Release Valve Valve and PrimaC APC09143C, 9145C and 9147C 1"2"&3" Pi salves & FittinjzsM=0e Iron Fiftirms 33-11-11 01/08/13 0723/92 EI -07 Ductule Iron Filings St. Pipe Products, Inc. Mechmeal Joint Fittings AWWAC153&C110 El -07 Ductile Iron Fittings"Griffin Pip, Products, Co. Meubar—1 Joint Fth AWWAC 110 E1-07 Ductile Iron Fittings"McWane2'I. Union UbW-Divivion Menhevical Joint Fkkogs, SSB Class 350 AWlVgC153 C110,C 111 08/11/98 EI -07 D n&k Iron F S' Co. Mmhanical Joint Fittings, SSB Class 351 pW WA C 153 C 110 C 112 0226/14 EI -07 NU Facto Aucucmt Class 350 C-153 MJ Fittings AWWAC153 4'-12" 0524/98 EI -07 Ductikhor JomtReaeamts Ford Meta Box Colum- Um-FI.V Soria 1400 AWWAClll/C153 4" to 36" 05/14/98 EI -24 PVC Joint Restraints Ford Met. Box Co./U- Um-171mge Series 1500 Chdel.ock AWWACIll/C153 4- to 24"<0 11109/04 EI -07 Ductlelron JomtReaharots ow But lm. One Bolt Retrained bind Fining AWWAC1lI/Cll6/Cl53 4"to 12" 0229/12 33-11.11 Ductile Iron Pipe Mmhmical Joist Restraint EBAA Iron, Im, Megalug Soria 110D(f Dl Pipe) AVMACIIMI161CI53 4".42" 0229/12 33-11.11 PVC Pip, M..-hmni-il Joint Restraint EBAA km Ina, Magdog Seri. 2000((. PVC Pipe) AWWAClII/CI16/C153 4".24" 0&U5/04 EI -07 Mechanical Joint Rctatra Glands(PVC) sigons, Co. Sign O—Lok SLC4-SLCIO AWWACIII/C153 4".10" 08105/04 EI -07 Mmbaninal Joint Remin.G C 5' Co. Sigma One -Lok SLCE AWWAC11MI53 1 12'.24" 08/10/98 EI -07 MJF ' IP S' Co. Signe OnaLok SIDE AWWAC153 4"-24" 10/12110 EI -24 Interior Restrained Joints stem S& B TmbDcW Products Bulldog System ( Diamond Lok 21 & JM Eagle 1-900) ASTMF-1624 4". 12" 08/16/06 El -07 Moskeadcal Joint Fittings"SIP Mucb®val Joint Faungs AWWAC153 4".24" 11/07/16 33-11.11 Mechanical Jowl Retainer Glands St. Products, Ina. PVC Star" Soria 4000 AST'MA536AWWACIII 11197/16 03/19/18 0329/18 33-11.11 33-11.11 33-11.11 Mmheniml Joint Retainer Glenda Mechanical Joint Ream. Glands Mechanical Joint Retain. Glade Star Pipe Products, Ina. SIP lndahia(Sermpore) SIP lnda eeSeimpore) DIP Stargrip Series 3000 FZ Op Joie Ratrainl MM) Black F. DIP EZ mW Joint Restna((PZD) Red fmC90D D R14 PVC Pipe ASIMA536AWWACIll ASTUA536AWWACIII AS1MA536AWWACIII 3"-08" 4"-1T Prepared 3/19)2018 Page 2 r r -I M 4P r A `-1 W in W M i• i• CITY OF FORT WORTH WATER DEPARTMENTS UPDATED: 03-152018 STANDARD PRODUCTS LIST Approval Spec No. Classsification Manufacturer Model No. National Spec Size 03/19/18 33-11-11 Mechanical Joint Retains Glands SIP lndustnes(Semmporo) EZ Gap Joint Resttsmt(FZD) Rod for C900 DR18 PVC Pipe AMMA536AWWACIII 16'-21' BOLTS. NT JTS.AND GASKETS 33-11-05 01/08/13 Pi s/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 05/13/15 Resilient W Gate Valve w/ro Gears America Flow Control Series 2500 Drawing # 94-20217 16" 12/13102 Resilient Wedge Gate Valve America Flow Control Senn 2530 and Series 2536 AWWA C515 30" and 36" 0SB1199 RekbientWedge Gate Valve America Flow Control Series 2520&2524 SD 94-20255 AWWAC515 20"and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 SD 942024 AWWA C515 16" 1024/00 EI -26 Resilient W Gale Valve American Flow Control Series 2500 tik lion AW WA C515 4" to 12" 0505/04 Resilient Wedge Gate Valve Americen Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 0523/91 E1-26 ResilientW Gate Valve Armican AVK Ccrpary A--AVKRemh tSeadWGV AWWA C509 4"m 12' 0124/02 EI -26 Resilient Wedge Gare Valve American AVK Corriparty 20' and -aller E1-26 Resilient Seated Gats Valve Kennel 4"-12" E1-26 Resilient Seated Gate Valve M&H 4"-12' EI -26 Resilient Seated Gate Valve Muclls Co. 4"-12- 2"Il)08/99 11/08M Resilient Wedge Gate Valve Mueller Co. Series A2361 SD 6647 AW WA C515 16" 0123/03 Resilient Wedge Gate Valve MueBa Co. Series A2360 for 78"-24" SD 6709 AWWA C515 24" and smalla 05/13105 Resilient WWgc Gate Valve Moene, Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01131106 Resilient Wedge Gate Valve MucBer Co. Mueller 42"&48', C-515 AWWA C515 42"and 48" 012888 E]-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12- 10104/94 Resilient Wishie, Gate Valve Clow Valve Co. 16" RS GV SD 820995 AWWA C515 16" 1110&99 EI -26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve SD D-21652 AWWA C515 24" and smaller 1129/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" At 36' C-515 AW WA C515 30" and 36' 04 3 11/30112 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Mode12638 AWWA C515 24" to 48'(Note 3 05)08191 E1-26 Resilient Seated Gate Valve Stuckham Valva&Fiww Aww C .-11420-o ASTM 4"-12" E]-26 Resilient Seated Gate Valve U.S. Ph, and Forrialry Co. Metroaesl 250,r aeaeat SPL #74 3"to 16" 1021916 33-12.20 Resilient Seated Gate Valve Er Jordan Iron Works El FI—M— Gide Valve &Bases Pims/Valves & Fittinas/Rubber Seated Butterfly Valve 33-12-21 (07/10/141 E1-30 Rubber BestedButterfly Valve HenryPett Co.AW WAC -504 24" EI -30 Rubber Seated Valve M.11c, Co. AW WA C-504 24'and smalls 1/11/99 E]-30 Rabb. Seated Butterfly Valve D—ark Valves Co. AWWA C-504 24"and butter 06/12/03 E1-30 Val-dic Amerism Valve Vahmtic Valve and Valmetc American Bumm-fly Valve. AWWA C-504 Up io 84" &-er. 04,WM7 0329/18 E1-30 Rubber Seated BmterOy Valve 331221 Rubber Seated Butterfly Valve Sam lin Stafion M&H Valve G. A. Industries(Golden Anderson) M&H Style 4500 & 1450 AWWA C504 Bonafly Valve I AWWA C-504 AWWA 4504 24" to 48" 30'-59' 3/12/96 Watssampling station Wats Plus B20 Water Sernpling Station Dry Barrel Fire H drants 33-12-40 01/15/14 1010187 E-1-12 DryBorrel Fire Hydrant Arrioncan-Darling Valve Drawing Nos. 90-18608, 9418560 AWWA C-502 038188 E-1-12 Dry Bagel Fre Hydrant American Dadirst, Valve Shop No. 9418791 AWWA C-502 098087 E-142 Dry Barrel Fre Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-IA2 Dry Barrel Fire Hydrant America AVK Mode12700 AWWA C-502 082488 E-142 Dry Baml Fire H dram Clow Corporation Drs D20435, D20436,1320506 AWWA C-502 E442 Baal Fire Hydrant ITT Keats Valve ShopNo. D-80783FW AWWA 4502 092487 E-1-12 Dry Baal F- Hydrant M&HVeI-C No. 13476 AWWAC-502 1011487 E-1-12 Dry Baal Fire Hydrant MueBa company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 O]/1588 E1-12 Barrel Fire Hydrant Mueller Compaq Shop Thawing FH -12 A-4= Cemurim 200 AWWA C-502 10/0987 E -I-12 Ba --1 Fhe H dmnt U.S. Ph, & F Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant War—. coniPsm Shop No. SK740903 AWWA C-502 08/12/16 33-12 Dry Hanel Fore Hydrant EJ (Ease Jordan Iron Works WaterMasla 5CD250 Water Arrourteriances3-1 13 01/18/18 33-12-10 Double Strip Saddle Romac 202NSNlon Coated AW WA C800 1'-2"SVC m24" 082&02 j),sible Strap Saddle Smith Blair #317 Nylon Coated Double Strap SadAe 0723/12 33-12-10 Double Strap Service Saddle Mueller Convag DR2S Double SS Strap DI SaMe AWWA C800 1"-2' SVC. up w24" Pipe 102787 Curb Sm Be0 Met. Valves McDo old 6100M,61001v1T & 610MT 3/4" and 1" 102787 Curb S Bell Meta Valves McDonald 4603H 4604B, 61004, 610OTM and 6101M IYV and 2" 0126100 I Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. #406 Double Band SS Saddle 1 "-2' Tops on up to 12' 0/521/12 33-12-25 Tpping Slave Coated Steel JCM Industries Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30"w/12'Ont 05/10111 Tapping Sleeve Stainless Steal Powerseal 3490AS e & 3490MJ 4"-8" and 16' 0229/12 33 -IFF Tsming Sleeve Coated Steel Roma FTS 240 AWWAC-223 U p m42"w24'gd 0229/12 3342-25 i Sleeve SI®lses Steel Roma, SST Stainless Steel AWWA C-223 Up m 24" w/12" Out 0229/12 33-12-25 Taming Sleeve Stainless Stal Romeo SST IB st-less Steel AWWA C-223 Up to 30".M' Out 05/10111 Joint Repair Claim Powerseal 3232 Bell Joint Repair Clanp 4"te30- PlasticMelerBox w/Co site Lid DFW Plastics Inc. DPW37C42-IEPAFFFW Plastic Meter Box w/C site Lid DFW Plastics Inc. DFW39C-12-IEPAFFTW 08/30/06 Plastic Meter Box w/Cornmad, Lid DFWPlvbcslnc. DFW65C-141EPAF FTW Class 'A' Contrera Meter Box Bess & Fra s CM637-1312 1118 LID69 Concrete MeterBox Bass & CM-18-Dual1416LI69 Comets Mea Box Base & Hays CNI965-1165 1527 1.10.9 Pol eth lene En ement 33-11-10 01/08/13 05/12MS E1-13 Polyethylene, Errament Flexsol Packaging Fulton Enterlsove, AWWAC105 Emil LID) 05/12105 E]-13 Polyethylene, Encesnient Mountain States Plastics and AEP W. Standard Hardware AWWA C105 8.0 LLD 05/12/05 M43 Po knre F AEP Industries H Cowtown Bot & Gasket AW WA C105 8 mil LLD M tars 02/05/93 EI0I-5 Det.mr Check Met. Ames Co Model 1000 Detect. Check Valve AVMAC550 4"-10" 0505/04 Magneir, Drive Vertical Turbine Hersey Magnetic Drive Vertical AW WA C701, Class l /4'-6- 3/4'-6- NOTES NOTES From Onarat Sundard Products List <]r Carrie Pil, I.D. Q1 Above 48" Apprvoed on case by case basis err 30 -inch and -Pass <4> Roden[ Approved to 36" However, C905 PVC Pipeisontapproved up to 24" revnwoproducts; which ricer the tort Worth Water Depermeat's Standard Specifications during mirry construction projects. Specifications for specific products, are inchrded civ part oftbe Cooarntion Contact Documents , the regtmements ofthe Technical Specification will override the Fort Worth Water Deparment's Stahrd Specifications and the Fort Worth Waver Deparmsent's Standrova Standard Products List and appl ofthe specific products will be baud on the requ'vre erme ohne Tecndical Specdcatlon whether or nor the specitc prodrrct mee4 the Fort Worth Water Depmmtmt's Stmdard Specifications. is on the Fort Worth Water 'a Standard Products List. 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