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Contract 46967
CITY SECRETARY V/ CITYS'�M:-TARV' D.O.E. FIL,E CONTRACT �Z �, y,8 d COM,y 11 ,OQ�<\N Tff �tl qQ 0�+� J HSS V m PT � 1 CLI III i01 " Vlaa� /kM*kkOM *. PARKS AND COMM UNITY SERVICES PROJECT MANUAL FOR THE CONSTRUCTION OF HARMON FIELD PARK PACS Project No. C28215416001808420116780 City Project No. 01167 in h The City of Fort Worth is Texas Betsy Price David Cooke I' Mayor City Manager Richard Zavala, Director ( Parks and Community Services Department 1' I. Parks and Community Services Department Planning and Resource Management Division Prepared for The City of Fort Worth 2004 Capital Improvements Prograin April 2015 Dunaway Associates L.P. Texas Registration No. F-1114 CITY SECRE"GIRY r kx"IT, IVORI'rr ff 00 00 00-1 SEALS PAGE PAGE 1 OF I SECTION 00 00 00 SEALS PAGE .,,,N%DSCgp F h�Q Qy P O C7 Q Z m n TgTF OF s/1/20[5 CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cit>>Project No.01167 Revised November 22,2013 This page is intentionally blank. I r .. FORTWORTH. I b ® 1 City o f Fort Worth , ...... ...... ......... ......... ....... ..... ......... ......... Table of Contents f r 1 Adopted September 2011 000000-1 TABLE OF CONTENTS Page 1 of6 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 0041 00 Bid Form /0�/0�4243 Proposal Form Unit Price 43 4� Bid Band 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 1-1 Bidders D,.o,,ualifieations 0045 12 Qualification Statement 0045 133 Bidder-Pr-equali-fiea4ion Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00-4T5 41 Small a„s; Enterprise n l 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 11 00 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 33 00 Submittals 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 6600 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 7423 Cleaning 01 77 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH Harmon Field Park I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cih_,Ago.0 116 7 Revised May 20.2015 000000-2 TABLE OF CONTENTS Page 2 of 6 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 0281 00 Landscape Irrigation System 0282 10 Chain Link Fence&Backstop 02 87 00 Site Furnishings Division 11—Equipment 11 68 14 Playground Equipment 11 68 16 Wood Fiber Playground Surfacing Division 26-Electrical 26 05 00 Common Work Results for Electrical 2605 19 Wire and Cable 26 05 26 Secondary Grounding 26 05 33 Raceway and Boxes 26 05 43 Underground Electric Service 26 05 53 Electric Identification 2609 19 Contactors 26 22 00 Transformers 26 24 16 Panelboards 26 27 26 Wiring Devices 26 27 28 Disconnect Switches 2651 13 Ballasts And Accessories 26 56 29 Site Lighting Division 31 -Earthwork 31 1020 Pruning Division 32-Exterior Improvements 32 92 33 Sprigging Division 33-Utilities 33 05 22 Steel Casing Pipe Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps://proj eetpoint.buzzsaw.com/client/fortworthgov/Resources/02%20%20 Construction%2ODocuments/Specifications Division 02-Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03- Concrete 03 30 00 Cast-In-Place Concrete 0334 13 Controlled Low Strength Material (CLSM) 03 34 16 Goner-ete Base Material for-Tr-eneh Re. ' 033 80 n �.nr-v0rModifiea ionsc^o Existing v^ Geneci.te St.uetui,es CITY OF FORT WORTH Harmon Field Pork STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry_,No.01167 Revised May 20,2015 000000-3 TABLE OF CONTENTS Page 3 of 6 Division 26 Electrical 260500 Co n Work Resuits for TCetFica 2605 10 -Deffl,l;tion fAl.>~lectrical Systems 260533 Raeen ays and BOXeS f0F BleGt,-ieal Systems- 2605 13 T index-.round Duets and Raceways fei-Eleetri al Systems Division 31 -Earthwork 31 1000 Site Clearing 31 23 16 Unclassified Excavation 31 2323 Berro 34 24 nn 31 2500 Erosion and Sediment Control 34 3600 Gabi„ns 31 3700 Riprap Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temperai=y Asphalt Paving Repaif 3201 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 12 16 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 Concrete Paving Joint Sealants 32 14 16 B-iel(T Unit Paving 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 32 1725 Curb Address Painting 3231 13 Chain Fences and Gates 3231 26 Wire Fences and Gates 3231 29 Wood d L'ences and(`_.,tes 3232 13 Gast in PI-Aee r )FIGFete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro-Mulching, Seeding, and Sodding 3293 43 TFees and Shrubs Division 33-Utilities 33 41-30 Se)lye And-Manhole Testin.. 33 n-a 31 Closed Gi rcci t Television (C;CT- ) inspeeti vn 33 03-10 Bypass Pumping of'ERist;ng Sewe,•Systems 33 04 19 Joint Bending and Eleot,-ieal isolation 33 nn 11 Corrosion Cent,-„l Tort eta io ns 333 04 1-2 Magnesiu nde C thodie Woteetio„ Syst°ern 33 04 30 To,Y.n.,raF5' A'Ator Co, ,;..00 33 04 40 Gleaning and A eoeptance Testing of W teF Mains 333 04-50 Gleaning of Sewer-Mains 3305 10 Utility Troneh 1~.,..ayation Embedment, and Baekfill 33 45-12 Water Line Lowel ing CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cin_ Ago.01167 Revised May 20.2015 000000-4 TABLE OF CONTENTS Page 4 of 6 33 05 i3 Frame, Gover and GFade R44+gs 33 05 14 Adjusting Manholes, inlets, Valve Boxes, and Othej,Stt*uetui-es to Q 33 05-16 r,,,,Grete )AlateF Vaults 33 05 1-7 C,,, erete Gell Fs 33 05 20 Auger Boring 33 052-1 Tunnel Line,-Plate 33 05-22 Stool Casin Npe 33 05 23 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 i i 05 Belts,Nuts, and Gaskets 33--1 1 10 Duet;le I,•..,,.Npe 33 1 1 1 1 01-le-44-A.I-A-H Fittings 33 11 1-2 -Pelyvinyl:Chloride(PVC)Pressure Pipe 3311 13 Concrete Pressure Pipe, pe Bar xx 7,•.,, p, Stool Gyli.deF T-ype 33 11 14 Buried Stool Pipe and F:tt;,,�o 33 Q i n W e.S err s 1 ,, h to h 33 1211 Large Water-Meters 33-12-20 Resilient Sea4e 7 Gate Vakh e 33 Q 2i AWWA Rubbe• Sealed D„tteFfly Valves 33 12 25 Genneeii n t„Existing Water->\,Iains 33 4230 Combination AiF Valve Assemblies for Petable Watef System-s 33 1240 Fire u.,,7,.a is 33 1250 xxi.,te.Sample St, iafis 33-12 60 Standard Blow off Valve Assembly 3331 12 C,,-ed in Ulaee Pipe(GTAD) 33 31 13 Fiberglass Reinforced Pipe f r Gravity Sanitary Sew 33 31 15 High Density Polyethylene(IM PE)Pipe F.•Sanitat, , Sewer- 333120 Polyvinyl r�l�ride(P(;)G,..,.,;ty Sanity—y Sewer-Npe 33 34,22 Sanitai-y Sewer-Slip Lining 33 3i 23 Sanitai=y Sewef Pipe EnlaFgemen 33 31 50 Sanitary So.,,o,•So«.,; o G-enneetions and SeFyioe Line 33 31 70 C,,,,-,bin do n;.Valve f Sanitat , Sewer->;,fee >\,ai S 3339 10 CRsL in PlRGe GanereteManholes 333920 Preeast Gonerete Ads 333930 Fiberglass Manholes 33 3940 Wastew eiz n eeass Ch-Aw.be„(WAG) T•v Epoxy Liners--for Smr'rccn�Sewer-va-crccu:es- 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 3341 11 High Density Polyethylene(HDPE)Pipe for Storm Drain 33 4600 Subdr-.,inage 33 4601 Slotted Storm Dfains 33 4602 T-r-eneh Dfains 33 49 10 Gas# in -Place.M-apholes and Iunetion Boxes 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34-Transportation 344118 Traflie 34 41 11 Temperaf7, Tra€fie Signals CITY OF FORT WORTH Hcn-u1017 Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cin'No.0 116 7 Revised May 20,2015 000000-5 TABLE OF CONTENTS Page 5 of 6 34 41 7133 Removing T-!- ff e Signals- . 34 41 15 Rectangular-Rapid Flashing Beacon 34 41 16 Pede-StFia n H ,1„•;.1 Signal 3441 20 Roadway Illumination Assemblies 34 41-30 Aluminum c; 34 71 13 Traff;.. Gewt E Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION r } y CITY OF FORT WORTH Hai Field Pai STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cite,No.0 116 7 Revised May 20,2015 This page is intentionally blank. Official site of the City of Fort Worth,Texas CITY FORT WORTH COUNCILAGENDA DATE: 8/4/2015 REFERENCE C-27410 LOG NAME: 80HARMON FIELD PARK NO.: IMPROVEMENTS CODE: C TYPE: NOW PUBLIC NO CONSENT HEARING: SUBJECT: Authorize Execution of a Construction Contract with Northstar Construction, LLC, in the Amount of$1,236,340.00 for the Construction of Harmon Field Park Improvements, Provide for Staff Costs and Contingencies for a Total Project Cost of$1,520,252.47 and Adopt Appropriation Ordinances (COUNCIL DISTRICT 8) RECOMMENDATION: It is recommended that the City Council 1. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Park Gas Well Leases Fund in the amount of$125,173.37 from mitigation fees associated with a Temporary Workspace and Access Agreement; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Special Donations Capital Projects Fund in the amount of$18,000.00 from donation revenue; and 3. Authorize the execution of a construction contract with Northstar Construction, LLC, in the amount of $1,236,340.00 for the construction of Harmon Field Park Improvements. DISCUSSION: The purpose of this Mayor and Council Communication (M&C) is to authorize the City Manager to execute a construction contract with Northstar Construction, LLC, in the amount of$1,236,340.00 for Harmon Field Park Improvements and to authorize appropriation from site related committed funds. On May 1, 2012, (M&C L-15360) the City Council authorized the execution of a 90-day Temporary Workspace and Access Agreement with Texas Midstream Gas Services, L.L.C., for Harmon Field Park in the amount of$125,173.37 accepted a donation in the amount of$18,000.00 from Texas Midstream Gas Services, L.L.C., and dedicated those proceeds to future improvements at Harmon Field Park. The mitigation fees associated with the access drive and temporary work spaces and donation revenue were received and deposited by the Parks and Community Services Department and are available for appropriation. On December 3, 2013, (M&C C-26577) the City Council authorized award of an Engineering Agreement with Dunaway Associates, L.P., in the amount of$158,345.00 to reassess the current master plan and design and prepare construction documents for park improvements in Harmon Field Park (City Secretary Contract No. 45217). Subsequently, Contract Amendment No. 1 in the amount of$2,000.00 was administratively executed on September 25, 2014 for additional environmental services for a total contract amount of$160,345.00. Additionally, design contract administration, reprographics and bid advertisement totaling $40,900.00 resulted in a design phase total of$201,245.00. Upon the conclusion of design development and construction plan preparation, the project was advertised in the Fort Worth Star-Telegram to receive bids on April 30, 2015 and May 7, 2015. On May 28, 2015, the following bids were received and tabulated: Bidders (*LOW) Base Bid 20 a Item No. Mlternate Bid Total *Northstar Construction, $1,233,440.00 ($ 0.00) $ 2,900.00 $1,236,340.00 I LLC - $ ,348,_ 4.90_I($5,800._00 ) ($11,500.00 $154,164.90 Raydon, Inc. The Fain Group, Inc. $1,403,300.00 ($ 0.00) $ 6,900.00 $1,410,200.00 Journeyman Construction, $1,406,152.24 ($ 0.00) $10,350.96 $1 ,416,503.20 Inc. Green Scaping,-LP. $1,470,228.00 ($8,022.00) $ 2700.00 ($1,464,906.00 Base Bid improvements include: three competition soccer fields with irrigation and fence, lighting for one field, parking lot expansion and sidewalk. Alternate Bid M includes the installation of a conduit and junction boxes for future lighting. It is recommended that the Base Bid in the amount of$1,233,440.00, excluding Line Item No. 20 which is a low flow crossing vehicular concrete pavement and including Bid Alternate M in the amount of $2,900.00 totaling $1,236,340.00, as submitted by Northstar Construction, LLC, be approved for award of contract. Associated design/construction administration, inspection, testing and change order contingency funding is budgeted at $82,667.47 for a construction phase total of$1,319,007.47. Upon approval of the M&C, appropriations for the Harmon Field Park Improvements Project will consist of the following: E Agreement (Dunaway Associates LC.) $ 158,345.00 Amendment No. 1 $ 2,000.00 Project Administration, etc. $ 40,900.00 Design Phase Total $ 201,245.00 Construction Contract (Northstar Construction, $1,236,340.00 LLC) Testing, Inspection, Contingencies, etc. $ 82,667.47 Construction Phase Total [-$—I,-319,007.47 Harmon Athletic Field Improvements Project Total $1,520,252.47 Project funding is comprised of Capital Improvement Program (CIP) funds and gas lease bonus funds. A breakout of funding is as follows: 2004 CIP Agreement Temp Workspace _ , Gas Bonus Donation 2013 CO's(C200 & (C282) (C212) (C283) Total C280) (C282) M&C G- M&C L-15360 M&C L- M&C G- 17586 15360 118005 $450,973.52 $626,105.58 $125,173.37 $18,000.00 I $300,000.00 [$1,520,252.47 With a grow-in (period beginning in the late summer of 2016, no significant operating impacts are anticipated for FY 2016. The annual operating impacts associated with this project beginning in FY 2017 are for the three competition soccer fields and are expected to be $73,400.00 annually. Anticipated additional revenue is expected to be $17,000.00 annually beginning with league play in FY 2017. No FF&E is required for this project scope. Construction is anticipated to commence in August 2015 and be completed in May 2016. The contract period is 270 calendar days. The grown-in period is one year and the athletic field expansion is anticipated to be open to the public in May of 2017. M/WBE OFFICE - Northstar Construction, LLC, is in compliance with the City's BDE Ordinance by committing to 26 percent MBE participation on this project. The City's MBE goal on this project is 25 percent. Harmon Field Park is located in COUNCIL DISTRICT 8, Mapsco 63X, 63Y and 77B. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the current capital budget, as appropriated, of the Street Improvement Fund, the Park Improvement Fund, the Park Improvement Overruns Fund, the Park Gas Lease Capital Project Fund and the Special Donations Capital Projects Fund, Harmon Park Improvement Project, in the amount of$1,520,252.47. To date, encumbrance and expenditure total $209,333.26 leaving an available balance of$1,310,919.21. TO Fund/Account/Centers FROM Fund/Account/Centers 2) C212 488200 808420116780 $18,000.00 3) C282 541600 808420116780 $342,193.11 2) C212 541600 808420116780 $18,000.00 3) C282 541600 808420116780 $125,173.37 1) C282 466266 808420116780 $125,173.37 3) C212 541600 808420116780 $18,000.00 1) C282 541600 808420116780 $125,173.37 3) C200 541600 808370116780 $103,000.00 3) C280 541600 808430116780 $203.919.97 3) C283 541600 808420116780 $170,000.00 3) C283 541600 808430116780 $130.000.00 3) C280 541600 808420116780 $144,053.55 Submitted for City Manager's Office by: Susan Alanis (8180) Originating Department Head: Richard Zavala (5704) Additional Information Contact: Joel McElhany (5745) ATTACHMENTS 80HARMON FIELD PARK IMPROVEMENTS C282 A015Rev.docx 80HARMON FIELD PARK IMPROVEMENTS C212 A015Rev.docx Harmon Field Park map.pdf PROJECT MANUAL REFER TO 00 21 13 Instructions to Bidders Section revised in its entirety. Refer to attached 00 21 13 Instructions to Bidders 2015 0519. REFER TO 00 41 00 Bid Form 4. Time of Completion, 4.1. The number of days revised (Revised to 270 calendar days). Refer to attached 00 4100 Bid Form 2015 0519. REFER TO 00 42 43 Proposal Form Section revised in its entirety. Refer to attached 00 42 43 Proposal Form 2015 0519. REFER TO Excel File of 00 41 00 Bid Form and 00 42 43 Proposal Form. Spread sheet revised in its entirety due to the revision of specification sections described above. Refer to attached 00 410000 42 43—Bid Proposal Workbook Harmon Field Park 2015 0519.xis END OF ADDENDUM #1 Bid Opening Date: May 28, 2015 Acknowledge the receipt of this Addendum on your Proposal. By. ( 4 V-A� Naoto Kumazawa, Project Manager Release Date: May 19, 2015 Page 2 of 2 ADDENDUM #2 Harmon Field Park Improvements City Project No. 01167 May 20, 2015 TO ALL BIDDERS: Please attach to your specifications. This addendum is hereby made a part of the Contract Documents and is issued to modify explain or correct the original drawings and/or project manual. CONSTRUCTION DRAWINGS N/A PROJECT MANUAL REFER TO 00 00 00 Table of Contents Section 00 45 12 Qualification Statement was added. Section 33 05 22 Steel Casing Pipe was added. Refer to attached 00 00 00 Table of Contents 2015 0520. REFER TO 00 41 00 Bid Form 3. was revised to Qualification (from Prequalification.) 5.f was revised to Qualification Statement (from Prequalification Statement) Refer to attached 00 41 00 Bid Form 2015 0520. REFER TO 00 42 43 Proposal Form Unit of Measure and Bid Quantity were replaced. Refer to attached 00 42 43—Proposal Form 2015 0520. REFER TO 00 45 12 Qualification Statement Section added. Refer to attached 00 45 12 Qualification Statement. Page 1 of 2 REFER TO 33 05 22 Steel Casing Pipe Section added. Refer to attached 33 05 22 Steel Casing Pipe. REFER TO Excel File of 00 41 00 Bid Form and 00 42 43 Proposal Form. 00 4100: Qualification added, prequalification removed 00 42 43: Unit of Measure and Bid Quantity were replaced. Refer to attached 00 410000 42 43—Bid Proposal Workbook Harmon Field Park 2015 0520.xis END OF ADDENDUM #2 Bid Opening Date: May 28, 2015 Acknowledge the receipt of this Addendum on your Proposal. By: Naoto Kumazawa, Project Manager Release Date: May 20, 2015 Page 2 of 2 0005 15-6 ADDENDA Page 6 of 6 I 2 END OF SECTION CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Croy Projecl No.01167 Revised July 1,2011 F 00 11 13-1 INVITATION TO BIDDERS Page I of 2 I SECTION 00 11 13 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Harmon Field Park—City No. 01167, Project No. 6 C282/541600/808420116780, DOE No. 7390 will be received by the City of Fort Worth 7 Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division I 1 1000 Throckmorton Street 12 Fort Worth,Texas 76102 13 until 1:30 P.M. CST, Thursday,May 28,2015,and bids will be opened publicly and read aloud 14 at 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the(approximate)following: 3 New Soccer Fields,Expansion of 18 Existing Surface Parking Lot(20,000 SF),Irrigation System provided to all 3 Fields, and 19 Lighting of 1 soccer Field. 20 21 PREQUALIFICATION 22 The improvements included in this project must be performed by a contractor who is pre- 23 qualified by the City at the time of bid opening.The procedures for qualification and pre- 24 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 25 26 DOCUMENT EXAMINATION AND PROCUREMENTS 27 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 28 of Fort Worth's Purchasing Division website at http://w Nnx.fortworthgov.org/purchasing/and 29 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 30 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 31 suppliers. 32 33 PREBID CONFERENCE 34 A pI•ebid conference will be held as described in Section 00 21 13 -INSTRUCTIONS TO 35 BIDDERS at the following location, date,and time: 36 DATE: Tuesday,May 12th, 2015 37 TIME: 10:30a.m. 38 PLACE: City of Fort Worth Parks& Community Services Department 39 Conference Room No. 2 40 LOCATION: 4200 South Freeway, Suite 2200 41 Fort Worth, Texas 76115 42 43 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 44 City reserves the right to waive irregularities and to accept or reject bids. 45 CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00;Alo.01167 Revised July 1.2011 0011 13-2 INVITATION TO BIDDERS Page 2 of2 1 FUNDING 2 Any Contract or Contracts awarded under this INVITATION TO BIDDERS are expected to be 3 funded from revenues generated from 2012 Gas Plan,2004 Capital ILnprovement Program, and 4 2013 Certificate of Obligation to the work under this INVITATION TO BIDDERS. 5 6 INQUIRIES 7 All inquiries relative to this procurement should be addressed to the following: 8 9 Attn:Naoto Kumazawa 10 Parks &Community Services 11 City of Fort Worth 12 1000 Throckmorton Street 13 Fort Worth,TX 76102, 14 Email: naoto.kumazawa @fortworthtexas.gov 15 Phone: 817-392-5742 16 Fax: 817-392-5724 17 18 AND/OR 19 20 Attn: Larry P. O'Flinn 21 Dunaway Associates,L.P. 22 550 Bailey Avenue, Suite 400 23 Fort Worth, Texas 76107 24 Email: loflinn @dunaway-assoc.com 25 Phone: 817-335-1121 26 Fax: 817-3358-7437 27 28 ADVERTISEMENT DATES 29 First Advertisement: April 30,2015 30 Second Advertisement:May 7, 2015 31 32 END OF SECTION CITY OF FORT WORTH Harmon Field Pcn* STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1.201 1 0021 13-1 INSTRUCTIONS TO BIDDERS Page 1 of 10 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 7 72 00- GENERAL CONDITIONS. 8 9 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person,firm, partnership,company, association, or corporation acting 13 directly through a duly authorized representative,submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2.Nonresident Bidder:Any person,firm,partnership, company, association,or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided)makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1. Neither City nor Engineer shall assume any responsibility for errors or 27 misinterpretations resulting from the Bidders use of incomplete sets of Bidding 28 Documents. 29 30 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 31 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 32 for any other use. 33 34 3. Prime Bidder Qualification Requirements 35 36 3.1. The City will evaluate all submitted bids based on criteria and qualifications—Special 37 Instruction s To Bidders, and upon receipt of Bidder's Statement of Qualifications from 38 included in this construction document. In general: 39 a. The Prime Bidder, as general contractor or sub-contractor, must demonstrate similar 40 project scope experience on three(3)projects within the last three(3)years.All 41 subcontractors intended for use on this project shall also demonstrate similar project 42 scope experience necessary to successfully perform on their respective portion of 43 work on this project. 44 b. The Prime Bidder must provide a list the surety company(s)which issued bonds for 45 projects listed above.Additionally,the Prime bidder-shall list the surety company 46 intended for use on this project. 47 c. The Prime Bidder must submit a current certified financial statement prepared by an 48 independent Certified Public Accountant. CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Ago.01167 Revised May 19,2015 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 d. The Prime Bidder shall perform work its own organization and with the assistance 2 of work crews under its superintendence work of a value not less than fifty percent 3 (50%)of the project scope of work as per Section 8.1 of the standard specifications 4 for Street and Storm Drain Construction for the City of Fort worth. 5 6 3.2. Bidder's Qualifications are to be submitted and received by the Parks and Community 7 Service Department Project Manager no later than 5:00 P.M., five(5) City business days 8 after the bid opening date, exclusive of the bid opening date. 9 10 3.3. The City reserves the right to reject any or all bids and waive any or all formalities. 11 The City will award one contract with a combination of base bids and/or alternates 12 which is most advantageous to the City. 13 No bid may be withdrawn until the expiration of 70 calendar days from the day bids are 14 opened. The award of contract, if made,will be within 70 calendar days after the 15 opening of bids,but in no case will the award be made until all necessary investigations 16 are made as to the responsibility of the bidder to whom the contract will be awarded. 17 18 3.4. In addition to prequal ifi cation, additional requirements for qualification may be required 19 within various sections of the Contract Documents. 20 21 3.5. Contractor is required to access DART/TRE property located to north of the project site, 22 which requires additional insurance coverage. See Section 00 73 00 Supplementary 23 Conditions to General Conditions for details. 24 25 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 26 27 4.1. Before submitting a Bid,each Bidder shall: 28 29 4.1.1. Examine and carefully study the Contract Documents and other related data 30 identified in the Bidding Documents(including "technical data" referred to in 31 Paragraph 4.2. below).No information given by City or any representative of the 32 City other than that contained in the Contract Documents and officially 33 promulgated addenda thereto, shall be binding upon the City. 34 35 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 36 site conditions that may affect cost,progress,performance or furnishing of the 37 Work. 38 39 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 40 progress,performance or furnishing of the Work. 41 42 4.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or 43 contiguous to the Site and all drawings of physical conditions relating to existing 44 surface or subsurface structures at the Site(except Underground Facilities)that 45 have been identified in the Contract Documents as containing reliable "technical 46 data" and(ii)reports and drawings of Hazardous Environmental Conditions, if any, 47 at the Site that have been identified in the Contract Documents as containing 48 reliable "technical data." 49 CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cit_vNo.01167 Revised May 19,2015 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 10 1 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 2 the information which the City will furnish.All additional information and data 3 which the City will supply after promulgation of the formal Contract Documents 4 shall be issued in the form of written addenda and shall become part of the Contract 5 Documents just as though such addenda were actually written into the original 6 Contract Documents. No information given by the City other than that contained in 7 the Contract Documents and officially promulgated addenda thereto, shall be 8 binding upon the City. 9 10 4.1.6. Perform independent research, investigations,tests,borings, and such other means 1] as may be necessary to gain a complete knowledge of the conditions which will be 12 encountered during the construction of the project. On request,City may provide 13 each Bidder access to the site to conduct such examinations, investigations, 14 explorations,tests and studies as each Bidder deems necessary for submission of a 15 Bid. Bidder must fill all holes and clean up and restore the site to its former 16 conditions upon completion of such explorations, investigations,tests and studies. 17 18 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 19 cost of doing the Work,time required for its completion, and obtain all information 20 required to make a proposal.Bidders shall rely exclusively and solely upon their 21 own estimates, investigation,research,tests,explorations, and other data which are 22 necessary for full and complete information upon which the proposal is to be based. 23 It is understood that the submission of a proposal is prima-facie evidence that the 24 Bidder has made the investigation, examinations and tests herein required. Claims 25 for additional compensation due to variations between conditions actually 26 encountered in construction and as indicated in the Contract Documents will not be 27 allowed. 28 29 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 30 between the Contract Documents and such other related documents. The Contractor 31 shall not take advantage of any gross error or omission in the Contract Documents, 32 and the City shall be permitted to make such corrections or interpretations as may 33 be deemed necessary for fulfillment of the intent of the Contract Documents. 34 35 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification 36 of. 37 38 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 39 the site which have been utilized by City in preparation of the Contract Documents. 40 The logs of Soil Borings, if any,on the plans are for general information only. 41 Neither the City nor the Engineer guarantee that the data shown is representative of 42 conditions which actually exist. 43 44 4.2.2. those drawings of physical conditions in or relating to existing surface and 45 subsurface structures(except Underground Facilities)which are at or contiguous to 46 the site that have been utilized by City in preparation of the Contract Documents. 47 CITY OF FORT WORTH Harmon Field Pak STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised May 19,2015 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 10 l 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 2 on request. Those reports and drawings may not be part of the Contract 3 Documents, but the "technical data" contained therein upon which Bidder is entitled 4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 6 responsible for any interpretation or conclusion drawn from any "technical data" or 7 any other data, interpretations,opinions or information. 8 9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 10 that Bidder has complied with every requirement of this Paragraph 4, (ii)that without 11 exception the Bid is premised upon performing and furnishing the Work required by the 12 Contract Documents and applying the specific means,methods,techniques,sequences or 13 procedures of construction(if any)that may be shown or indicated or expressly required 14 by the Contract Documents, (iii)that Bidder has given City written notice of all 15 conflicts, errors,ambiguities and discrepancies in the Contract Documents and the 16 written resolutions thereof by City are acceptable to Bidder,and when said conflicts, 17 etc., have not been resolved through the interpretations by City as described in 18 Paragraph 6., and(iv)that the Contract Documents are generally sufficient to indicate 19 and convey understanding of all terms and conditions for performing and furnishing the 20 Work. 21 22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos,Polychlorinated 23 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 24 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 25 Documents. 26 27 5. Availability of Lands for Work,Etc. 28 29 5.1. The lands upon which the Work is to be performed,rights-of-way and easements for 30 access thereto and other lands designated for use by Contractor in performing the Work 31 are identified in the Contract Documents. All additional lands and access thereto 32 required for temporary construction facilities, construction equipment or storage of 33 materials and equipment to be incorporated in the Work are to be obtained and paid for 34 by Contractor. Easements for permanent structures or permanent changes in existing 35 facilities are to be obtained and paid for by City unless otherwise provided in the 36 Contract Documents. 37 38 5.2. Outstanding right-of-way,easements, and/or permits to be acquired by the City are listed 39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 40 of-way,easements, and/or permits are not obtained,the City reserves the right to cancel 41 the award of contract at any time before the Bidder begins any construction work on the 42 project. 43 44 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 45 way, easements, and/or permits, and shall submit a schedule to the City of how 46 construction will proceed in the other areas of the project that do not require permits 47 and/or easements. 48 49 6. Interpretations and Addenda 50 CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cit_),No.0 116 7 Revised May 19.2015 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 10 1 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 2 City and/or Engineer in writing on or before 2 p.m.,the Friday prior to the Bid opening. 3 Questions received after this day may not be responded to. Interpretations or 4 clarifications considered necessary by City and/or Engineer in response to such 5 questions will be issued by Addenda delivered to all parties recorded by City and/or 6 Engineer as having received the Bidding Documents. Only questions answered by 7 formal written Addenda will be binding. Oral and other interpretations or clarifications 8 will be without legal effect. 9 10 Address questions to: 11 12 Attn:Naoto Kumazawa 13 Parks&Community Services 14 City of Fort Worth 15 1000 Throckmorton Street 16 Fort Worth,TX 76102, 17 Email: naoto.Kumazawa @fortworthtexas.gov 18 Phone: 817-392-5742 19 Fax: 817-392-5724 20 21 AND/OR 22 23 Attn: Larry P. O'Flinn 24 Dunaway Associates,L.P. 25 550 Bailey Avenue, Suite 400 26 Fort Worth,Texas 76107 27 Email: loflinn @dunaway-assoc.com 28 Phone: 817-335-1121 29 Fax: 817-3358-7437 30 31 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 32 City. Bidders are responsible for obtaining all addenda to the contract documents and 33 acknowledging receipt of the addenda by initialing the appropriate spaces on the 34 Proposal form. Bids that do not acknowledge receipt of all addenda may be rejected as 35 being non-responsive.All addenda will be made available on-line with the contract 36 documents. Contractors and/or suppliers are requested to register as plan holders on-line 37 (on Buzzsaw site)in order to receive notifications regarding the issuance of addenda. It 38 shall be the bidding contractor's sole responsibility to verify they have received and 39 considered addenda prior to submitting a bid. 40 41 6.3. An optional pre-bid conference will be held with prospective bidders at the parking lot 42 of Harmon Field Park at north of existing soccer fields on Tuesday April 28`h 2015 at 43 10:00a.m. 44 45 7. Bid Security 46 47 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 48 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 49 the requirements of Paragraphs 5.01 of the General Conditions. 50 CITY OF FORT WORTH Harnron Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Ago.01167 Revised Mav 19.2015 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 10 1 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 7.3. To be an acceptable surety on the bid bond,the surety must be authorized to do business 10 in the state of Texas. In addition,the surety must(1)hold a certificate of authority from I 1 the United States secretary of the treasury to qualify as a surety on obligations permitted 12 or required under federal law; or(2)have obtained reinsurance for any liability in excess 13 of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of 14 Texas and is the holder of a certificate of authority from the United States secretary of 15 the treasury to qualify as a surety on obligations permitted or required under federal law. 16 Satisfactory proof of any such reinsurance shall be provided to the City upon request. 17 The City, in its sole discretion, will determine the adequacy of the proof required herein. 18 19 8. Contract Times 20 21 The number of days within which, or the dates by which,Milestones are to be achieved in 22 accordance with the General Requirements and the Work is to be completed and ready for 23 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 24 attached Bid Form. 25 26 9. Liquidated Damages 27 28 Provisions for liquidated damages are set forth in the Agreement. 29 30 10. Substitute and "Or-Equal" Items 31 32 The Contract, if awarded,will be on the basis of materials and equipment described in the 33 Bidding Documents without consideration of possible substitute or"or-equal" items. 34 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- 35 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 36 City, application for such acceptance will not be considered by City until after the Effective 37 Date of the Agreement. The procedure for submission of any such application by Contractor 38 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 39 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 40 41 11. Subcontractors,Suppliers and Others 42 CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cih,No.01167 Revised May 19,2015 i 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 10 I 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 2 12-2011 (as amended),the City has goals for the participation of minority business 3 and/or small business enterprises in City contracts.A copy of the Ordinance can be 4 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 5 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 6 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 7 Venture Form as appropriate. The Forms including documentation must be received 8 by the City no later than 5:00 P.M. CST,five(5)City business days after the bid 9 opening date. The Bidder shall obtain a receipt from the City as evidence the 10 documentation was received.Failure to comply shall render the bid as non- 11 responsive. 12 13 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 14 or organization against whom Contractor has reasonable objection. 15 16 12. Bid Form 17 18 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 19 obtained from the City. 20 21 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 22 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 23 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 24 price item listed therein. In the case of optional alternatives,the words "No Bid," 25 "No Change," or"Not Applicable" may be entered. Bidder shall state the prices, 26 written in ink in both words and numerals,for which the Bidder proposes to do the 27 work contemplated or furnish materials required.All prices shall be written legibly. 28 In case of discrepancy between price in written words and the price in written 29 numerals,the price in written words shall govern. 30 31 12.3. Bids by corporations shall be executed in the corporate name by the president or a 32 vice-president or other corporate officer accompanied by evidence of authority to 33 sign. The corporate seal shall be affixed. The corporate address and state of 34 incorporation shall be shown below the signature. 35 36 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 37 partner, whose title must appear under the signature accompanied by evidence of 38 authority to sign. The official address of the partnership shall be shown below the 39 signature. 40 41 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 42 member and accompanied by evidence of authority to sign. The state of formation of 43 the firm and the official address of the firm shall be shown. 44 45 12.6. Bids by individuals shall show the Bidder's name and official address. 46 47 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 48 indicated on the Bid Form. The official address of the joint venture shall be shown. 49 CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised Maxi 19.2015 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 10 I 12.8. All names shall be typed or printed in ink below the signature. 2 3 129. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 4 which shall be filled in on the Bid Form. 5 6 12.10. Postal and e-mail addresses and telephone number for communications regarding the 7 Bid shall be shown. 8 9 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 10 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 1 I to State Law Non Resident Bidder. 12 13 13. Submission of Bids 14 15 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 16 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 17 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 18 marked with the City Project Number,Project title,the name and address of Bidder, and 19 accompanied by the Bid security and other required documents. If the Bid is sent through the 20 mail or other delivery system,the sealed envelope shall be enclosed in a separate envelope 21 with the notation "BID ENCLOSED" on the face of it. 22 23 14. Modification and Withdrawal of Bids 24 25 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 26 withdrawn prior to the time set for bid opening. A request for withdrawal must be 27 made in writing by an appropriate document duly executed in the manner that a Bid 28 must be executed and delivered to the place where Bids are to be submitted at any 29 time prior to the opening of Bids. After all Bids not requested for withdrawal are 30 opened and publicly read aloud,the Bids for which a withdrawal request has been 31 properly filed may,at the option of the City,be returned unopened. 32 33 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 34 time set for the closing of Bid receipt. 35 36 15. Opening of Bids 37 38 15.1 After proposals have been opened and read aloud,the proposals will be tabulated 39 on the basis of the quoted prices,the quantities shown in the proposal,and the 40 application of such formulas or other methods of bringing items to a common 41 basis as may be established in the Contract Documents. 42 43 15.2 The total obtained by taking the sum of the products of unit prices quoted and the 44 estimated quantities plus any lump sum items and such other quoted amounts as 45 may enter into the cost of the completed project will be considered as the amount 46 of the bid. 47 48 15.3 Until the award of the contract is made by the Owner,the right will be reserved to 49 reject any or all proposals and waive technicalities,to re-advertise for new 50 proposals, or to proceed with the work in any manner as maybe considered for the CITY OF FORT WORTH Harmon Field Pcnrk STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cih No.01167 Revised May 19,2015 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 10 1 best interest of the Owner. 2 3 15.4 The quantities of work and materials to be furnished as may be listed in the 4 proposal forms or other parts of the Contract Documents will be considered as 5 approximate only and will be used for the purpose of comparing bids on a 6 uniform basis. Payment will be made to the Contractor for only the actual 7 quantities of work performed or materials furnished in strict accordance with the 8 Contract Documents and Plans. The quantities of work to be performed and 9 materials to be furnished may be increased or decreased as hereinafter provided, 10 without in any way invalidating the unit prices bid or any other requirements of 11 the Contract Documents. 12 13 16. Bids to Remain Subject to Acceptance 14 15 All Bids will remain subject to acceptance for the time period specified for Notice of Award 16 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 17 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 18 19 17. Evaluation of Bids and Award of Contract 20 21 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 22 to reject any or all nonconforming, nonresponsive,unbalanced or conditional Bids 23 and to reject the Bid of any Bidder if City believes that it would not be in the best 24 interest of the Project to make an award to that Bidder,whether because the Bid is 25 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 26 meet any other pertinent standard or criteria established by City. City also reserves 27 the right to waive informalities not involving price,contract time or changes in the 28 Work with the Successful Bidder. Discrepancies between the multiplication of units 29 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 30 between the indicated sum of any column of figures and the correct sum thereof will 31 be resolved in favor of the correct sum. Discrepancies between words and figures 32 will be resolved in favor of the words. 33 34 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 35 among the Bidders,Bidder is an interested party to any litigation against City, 36 City or Bidder may have a claim against the other or be engaged in litigation, 37 Bidder is in arrears on any existing contract or has defaulted on a previous 38 contract,Bidder has performed a prior contract in an unsatisfactory manner, or 39 Bidder has uncompleted work which in the judgment of the City will prevent oi- 40 hinder the prompt completion of additional work if awarded. 41 42 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 43 other persons and organizations proposed for those portions of the Work as to which 44 the identity of Subcontractors, Suppliers, and other persons and organizations must 45 be submitted as provided in the Contract Documents or upon the request of the City. 46 City also may consider the operating costs,maintenance requirements, performance 47 data and guarantees of major items of materials and equipment proposed for 48 incorporation in the Work when such data is required to be submitted prior to the 49 Notice of Award. 50 CITY OF FORT WORTH Harmon Field Pork STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cit),No.01167 Revised May 19.2015 0021 13-10 INSTRUCTIONS TO BIDDERS Page 10 of 10 1 17.3. City may conduct such investigations as City deems necessary to assist in the 2 evaluation of any Bid and to establish the responsibility, qualifications, and financial 3 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 4 organizations to perform and furnish the Work in accordance with the Contract 5 Documents to City's satisfaction within the prescribed time. 6 7 17.4. Contractor shall perform with his own organization,work of a value not less than 8 35%of the value embraced on the Contract,unless otherwise approved by the City. 9 10 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 11 responsive Bidder whose evaluation by City indicates that the award will be in the 12 best interests of the City. 13 14 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 15 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 16 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 17 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 18 comparable contract in the state in which the nonresident's principal place of 19 business is located. 20 21 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 22 to be awarded, City will award the Contract within 90 days after the day of the Bid 23 opening unless extended in writing. No other act of City or others will constitute 24 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 25 the City. 26 27 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 28 29 18. Signing of Agreement 30 31 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 32 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 33 Contractor shall sign and deliver the required number of counterparts of the Agreement to 34 City with the required Bonds, Certificates of Insurance,and all other required documentation. 35 City shall thereafter deliver one fully signed counterpart to Contractor. 36 37 END OF SECTION 38 Revision Log DATE NAME SUMMARY OF CHANGE 05/19/2015 PACS- Adapting PACS Policies NKumazawa 39 40 - -- .... ... ... ...- - - - -.... --.... - - .. _ .. - - - - CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Citt,No.01167 Revised May 19,2015 0035 13 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. ttr.://www. ti lics,state.tx.us/forryis/C Q.pdf t-rttL::// +. w.et6iics.state.tx.us/fair:-nt/ IS.pdt CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Northstar Construction, LLC By: Michael A. Heimlich 2112 Solona Street Signature: 0 Fort Worth, Texas 76117 Title: President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Conflict of Interest Affidavit,Section 00 35 13 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Harmon Field Park- Soccer Complex Improvements City Project No.: 001167 Units/Sections: Ballfield Construction Ballfield Irrigation Ballfield Lighting 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. 'corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City(b) to establish Bid prices at artificial non-competitive levels, or(c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Harmon Field Park ` Form Revised 20150520 City No.01167 I 0041 00 BID FORM Page 2 of 3 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Qualification The Bidder acknowledges that the following work types must be performed only by qualified contractors: a. Ballfield Construction b. Ballfield Irrigation c. Ballfield Lighting 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 270 Calendar days after the date when 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. Qualification Statement, Section 00 45 12 (optional at time of bid) g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In _ the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Harmon Field Park Form Revised 20150520 City No.01167 0041 00 BID FORM Page 3 of 3 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Base Bid $1,233,440.00 Alternate Bid A Through M $529,454.00 Total Bid $1,762,894.00 7. Bid Submittal This Bid is submitted on May 28, 2015 by the entity named below. Respectfully su mitted Receipt is acknowledged of the Initial following Addenda: By: r� . . Addendum No. 1: r' ' (Signature) Addendum No. 2: Addendum No. 3: Michael A. Heimlich JAddendum o. 4: (Printed Name) Title: President Company: Northstar Construction, LLC Corporate Seal: Address: 2112 Solona Street Fort Worth, Texas 76117 State of Incorporation: Texas Email: rnikc@ northsttar93 corn Phone: 817-244-8885 i END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Harmon Field Park Form Revised 20150520 City No.01167 00 42 43 BID FORM Page 1 of 3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section No. Unit of Bid Unit Price Bid Value No. Measure Quantity Demolition and Erosion Control 1 Concrete Curb-Demo(Sheet L1.01) 0241 15 LF 300 $7.00 $2,100.00 2 Parking Striping-Demo Sand Blasting(Sheet 1-1.01) 32 17 25 LF 400 $3.00 $1,200.00 f 3 Site Amenities-Trash Receptacles,etc.(Sheet L1.01) N/A EA 4 $160.00 $640.00 4 Erosion Control-Wattle(Sheets L2.01 and L2.02) LF 2,000 $4.25 $8,500.00 5 Tree Removal(Sheet 1-1.01) 31 1000 EA 1 $900.00 $900.00 6 Miscellaneous Vegetation Clearing(Sheet 1-1.01) 31 1000 LS 1 $3,600.00 $3,600.00 7 Tree Protection Fencing(Sheet 1-1.01) LF 100 $2.00 $200.00 8 Demolition-Existing Flumes(Sheet 1-1.01) SF 400 $1.00 $400.00 Hardscape&Structures 9 Concrete Walk-Med. Broom Finish(5"depth)(Sheets 32 13 20 SF 14,000 L3.02, L3.03 and L3.04) $4.90 $68,600.00 10 Bleacher Pads(Sheets L3.02,L3.03 and L3.04) 32 1320 SF 5,100 $4.90 $24,990.00 11 Curb Ramps-w/Truncated Dome Pavers(Sheets L3.03 32 13 20 EA 4 and L3.04) $825.00 $3,300.00 12 6"Curbs-Integral w/Conc.Paving(Sheets L3.03 and 32 13 13 LF 200 L3.04) $5.50 $1,100.00 13 Parking Lot-8"Depth Concrete(Sheets L3.03, L3.04 and 32 13 13 SF 20,000 L3.05) $7.00 $140,000.00 14 Chainlink Fence-Included 16'h1.fence(Sheets L3.01, 02 82 10,32 31 26 LF 3,460 L3.02, L3.03, L3.04 and L5.02) $23.00 $79,580.00 15 Concrete Flume-w/Metal Plate Cover(Sheets L3.03 and 32 13 20 SF 400 L5.01) $18.00 $7,200.00 16 Rock Rip Rap(Sheets L3.03 and L5.01) 31 3700 SF 150 $10.00 $1,500.00 17 Parking Striping-Standard White Paint w/HC Signs 32 17 23 LF 590 i (Sheets L3.03,L3.04 and L5.00) $2.00 $1,180.00 18 Baseball Backstop(Sheets L3.05 and L5.02) 02 82 10,32 13 13 LF 36 $100.00 $3,600.00 19 Trail Bridge(Sheets L3.03,L5.03 and L5.04) LS 1 $33,000.00 $33,000.00 20 Low Water Crossing(Sheets L3.03 and L5.01) 32 13 13 SF $0.28 21 Wheel Stops(Sheets L3.03,L3.04 and L5.01) EA 6 $70.00 $420.00 22 Field Corner Markers(Sheets L3.01, L3.02 and L3.03, 32 13 13 EA 12 L3.04 and L5.01) $100.00 $1,200.00 Lighting 24 ISoccer New Serve Einncllosg eSh Panels, Etc.(Sheet E1.00) I 26 05 34 41 20 6 29 I LS ( 1 I $230 $70:000.00 $$70,000.00 Site Furnishings 25 Bleachers(Sheets L3.02, L3.03.L3.04 and L5.02) 0282 10 EA 6 $9,000.00 $54,000.00 26 Players Benches(Sheets L3.02,L3.03. L3.04 and L5.02) 0282 10 EA 6 $700.00 $4,200.00 27 Soccer Goals(Sheets L3.01,L3.02,L3.03.and L3.04) 02 82 10 EA 6 $3,000.00 $18,000.00 28 Trash Receptacles-Metal(Sheets L3.02, L3.03,and L3.04) 0282 10 EA 6 $850.00 $5,100.00 r' 29 Site Grading(Sheets L4.01,L4.02,L4.03 and L4.04) 31 2316 LS 1 $135,000.00 $135,000.00 ' 30 18"Area Drain(Sheets L4.02,L4.04 and L5.00) 33 41 10,33 49 40 EA 2 $900.00 $1,800.00 31 Field Turf Sprigging Soccer Field No. 1 (Sheets L3.01 and 32 92 13 SF 108,000 L3.03) $0.28 $30,240.00 Field Turf Sprigging Soccer Field Nos.2&3(Sheets L3.02 f 32 3292 13 SF 212,000 and 1-3.04) $0.28 $59,360.00 33 Hydroseeding(Sheets L4.01,L4.02,L4.03 and L4.04) 32 92 13 SF 150,300 $0.10 $15,030.00 34 Miscellaneous Irrigation-Controller,System, Etc. (Sheets 0281 00 LS 1 f IR1.01, IR1.02,IR1.03,and IR1.04) $25,000.00 $25,000.00 35 Creek Crossing(Sheets IR1.04 and IR1.08) 33 05 24,33 35 32 LF 170 $250.00 $42,500.00 36 Irrigation-Full Soccer Fields(Sheets IR1.01, IR1.02, 0281 00 SF 320,000 IR1.03 IR1.04 and IR1.08 $0.50 $160,000.00 Total Base Bidl $1,233,440.00 1 r CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Form Revised 20150520 00 42 43 BID FORM Page 2 of 3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section No. Unit of Bid Unit Price Bid Value No. Measure Quantity BID ALTERNATE A BA-1 Play Equipment(Sheets L3.06,L3,07) 11 6814 LS 1 $88,000.00 $88,000.00 BA-2 Play Surfacing,Geotextile Fabric,Drainage Gravel(Sheets 11 6816 LS 1 L3.06,L3,07) $17,500.00 $17,500.00 Concrete Play Edge with Ramp and Drainage(Sheets BA-3 L3.06,L3,07) N/A LS 1 $12,000.00 $12,000.00 BA-4 42"Ameristar Steel Fence around Playground(Sheets N/A LF 250 L3.06,L3,08) $51.00 $12,750.00 BA-5 6'Bench Sheets L3.06 L3,07) N/A EA 2 $1,500.00 $3:000.00 BID ALTERNATE A $133,250.00 BID ALTERNATE B BB-1 Pavilion-Poligon SQR40MR(Sheets L3.06,L3,09) N/A LS 1 $71,400.00 $71,400.00 BB-2 Concrete Pavilion Slab-43'x43'including Steps and 32 13 13 LS 1 Handrails(Sheets L3.06,L3,08) $24,000.00 $24,000.00 BB-3 6'Standard Picnic Table (Sheets L3.06,L3,07) N/A EA 4 $1,200.00 $4,800.00 BB-4 8'Handicap Accessible Picnic Table (Sheets L3.06, L3,07) N/A EA 4 $1,220.00 $4,880.00 BB-5 6'Bench(Sheets L3.06,L3,07) N/A EA 2 $1,500.00 $3,000.00 BB-6 Litter Receptacle(Sheets L3.06,L3,07) N/A EA 1 $850.00 $850.00 BB-6 42"Ameristar Steel Fence at Pavilion(Sheets L3.06,L3,08) N/A LF 68 $51.00 $3,468.00 BB-7 ISecurity Light N/A EA 1 1 $900.00 $900.00 BID ALTERNATE B $113,298.00 BID ALTERNATE C BC-1 Ramp for Pavilion/Playground including Handrails and 32 13 13,32 13 20 LS 1 Bench Pad (Sheets L3.06,L3,08) $7,000.00 $7,000.00 BC-2 6'Bench (Sheets L3.06,L3,07) N/A EA 1 $1,500.00 $1,500.00 BC-3 Litter Rece tacle Sheets L3.06 L3,07) N/A EA 1 $850.00 $850.00 BID ALTERNATE C $9,350.00 BID ALTERNATE D BD-1 Remove Concrete Curb (Sheets 1-1.01,L3,06) 0241 15 LF 68 $7.00 $476.00 BD-2 Remove Parking Striping-Sandblasting (Sheets 1-1.01, 321723 LS 1 L3,06) $2,000.00 $2,000.00 BD-3 Install Handicap Striping and Signs (Sheets L3.06,L5.00) 32 17 23 LS 1 $500.00 $500.00 BD-4 Construct Concrete Parking Island (Sheets L3.06,L5.01) 32 13 13,32 13 20 LS 1 $2,000.00 $2,000.00 BD-5 Construct Handicap Ramps in lieu of Base Bid Concrete 32 13 13,32 13 20 LS 1 Walk Sheets L3.06 1-5.00 $1,300.001 $1,300.00 BID ALTERNATE D $6,276.00 BID ALTERNATE E BE-1 Remove Existing Light Fixtures and Poles Cone. 26 05 00,26 56 29 EA 4 Foundations to Remain(Sheets E1.00,E1.01) $700.00 $2,800.00 BE-2 Furnish and Install New Light fixtures and Poles on Existing 26 05 00,26 56 29 EA 4 Foundations Sheets E1.00 E1.01 $4 800.00 $19,200.00 BID ALTERNATE E $22,000.00 BID ALTERNATE F Parking Lot and Area Lighting-Install New Parking Lot BF-1 Light Fixtures, Poles and Concrete Bases(Sheets E1.00, 26 05 00,26 56 29 EA 5 E1.01) $7,200.00 $36,000.00 BID ALTERNATE F $36,000.00 BID ALTERNATE G Playground Lighting-Install New Playground Light Fixtures, BG-1 Poles and Concrete Bases(Sheets E1.00,E1.01) 26 05 00,26 56 29 EA 2 $6,000.00 $12,000.00 BID ALTERNATE G $12,000.00 CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Form Revised 20150520 00 42 43 BID FORM J Page 3 of 3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal i Bidlist Item Description Specification Section No. Unit of Bid Unit Price Bid Value No. Measure Quantity 'r BID ALTERNATE H BH 1 Concrete Mow Strip Under Soccer Field Fence(Sheet 32 13 13,32 13 20 2,850 LF L3.08 $16.80 $ 47 880.00 BID ALTERNATE H $47,880.00 BID ALTERNATE I Install Tif 419 Bermuda Solid Sod in lieu of Sprigging for BI-1 Soccer Field No. 1 -Base Bid Item 31 (Sheets L3.01 and 3292 13 SF 108,000 L3.03 $0.43 $ 46,440.00 BID ALTERNATE 1 $46,440.00 BID ALTERNATE J Install Tif 419 Bermuda Solid Sod in lieu of Sprigging for BJ-1 Soccer Field Nos.2&3-Base Bid Item 32 (Sheets L3.02 3292 13 SF 212,000 and 1-3.04) $0.43 $ 91 160.00 BID ALTERNATE J $91,160.00 BID ALTERNATE K BK 1 Restriping of Existing Parking Lot Per Plans (Sheets L3.03, 32 1723 LS 1 L3.04) $7,000.00 $ 7,000.00 BID ALTERNATE K $7,000.00 BID ALTERNATE L BL-1 Adjustment of Sports Lighting Poles and Existing Soccer 26 05 00,26 56 29 LS 1 Fields Sheet 1-0.01 $1,900.00 $ 1,900.00 BID ALTERNATE L $1,900.00 BID ALTERNATE M 4 SCH 40 PVC conduit under Ham Branch Creek with 2 BM-1 junction boxes-for future lighting approximately 250 LF. 26 05 00,26 56 29 LS 1 $2,900.00 $ 2,900.00 BID ALTERNATE M $2,900.00 Total Alternate Bid $529,454.00 Total Bid $1,762,894.00 END OF SECTION CITY OF FORT WORTH Hannon Field Park V STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Form Revised 20150520 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of Texas our principal place of business, are required to be % Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of dilate Here or Bk in k, our principal place of business, are not required to underbid resident bidders. B. The principal place of business o our company or our parent company or majority owner is in the State of Texas. BIDDER: Northstar Construction, LLC By: Michael A. Heimlich 2112 Solona Street � w 0 (Signature) Fort Worth, Texas 76117 Title: President Date:- IN4K END OF SECTION 00 43 37 0045 12-1 BIDDER QUALIFICATION STATEMENT Page 1 o1`4 SECTION 00 45 12 QUALIFICATION STATEMENT Firm Name: Date Organized: ❑ PARTNERSHIP ❑ CORPORATION Address: City: State: Zip: Telephone Number: Fax Number: Number of years in business under present name: Former name(s)of organization: CLASSIFICATION: ❑ General ❑Building ❑Electrical ❑Plumbing ❑HVAC ❑ Utilities ❑Earthwork ❑Paving ❑ Other LIST A MINIMUM OF THREE SIMILAR COMPLETED PROJECTS WITHIN LAST THREE YEARS PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER NAME/TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT COMPLETION DATE SCOPE OF WORK DESCRIPTION PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER NAME/TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT COMPLETION DATE SCOPE OF WORK DESCRIPTION CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cip,No.01167 Revised May 20,2015 s 004512-2 BIDDER QUALIFICATION STATEMENT Page 2 of4 PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER NAME/TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT COMPLETION DATE SCOPE OF WORK DESCRIPTION PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER NAME/TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT COMPLETION DATE SCOPE OF WORK DESCRIPTION PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER NAME/TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT COMPLETION DATE SCOPE OF WORK DESCRIPTION CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Citj,tVVo.01167 Revised May 20,2015 004512-3 BIDDER QUALIFICATION STATEMENT Page 3 of 4 2. LIST CONSTRUCTION SUPERINTENDENT'S NAME AND CONSTRUCTION EXPERIENCE: CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cit-1,IN10.01167 Revised May 20,2015 004512-4 BIDDER QUALIFICATION STATEMENT Page 4 of 4 3. LIST ALL LABOR SUBCONTRACTORS (attach additional pages as needed) SUBCONTRACTOR NAME TRADE PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER A. B C. SUBCONTRACTOR NAME TRADE PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER A. B C. SUBCONTRACTOR NAME TRADE PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER A. B C. SUBCONTRACTOR NAME TRADE PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER A. B C. This form is to be submitted and received by the Parks and Community Services Department Project Manager no later than 5:00 P.M.,five(5)City business days after the bid opening date,exclusive of the bid opening date. CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised May 20,2015 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it t 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 01167. Contractor further certifies that,pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 12 Northstar Construction, LLC By: Michael A. Heimlich 13 Company (Please Print) 14 2112 Solona Street 15 Signature: 16 Address 1g Fort Worth, Texas 76117 Title: President 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME, the undersigned authority, on this day personally appeared 27 Michael A. Heimlich , known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 29 the act and deed of Northstar Construction LLC for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this ,41 1 _day of 33 August , 2015 34 36 A,. t. 37 Notary Public and for th State of TpxAS,, pu 38 f 39 END OF SECTION f 40 r CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 004540-1 MINORITY BUSINESS ENTERPRISE GOAL Page I of 1 I SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal 5 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE 6 subcontracting goal is not applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOAL 14 The City's MBE goal on this project is 25% of the total bid (Base bid applies to Parks and 15 Community Services). Note: If both MBE and SBE subcontracting goals are established for this 16 project,then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be 17 deemed responsive. 18 19 COMPLIANCE TO BID SPECIFICATIONS 20 On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are 21 required to comply with the intent of the City's Business Diversity Ordinance by one of the 22 following: 23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 25 3. Good Faith Effort documentation,or; 26 4. Waiver documentation. 27 Failure to comply with the City's M/WBE Ordinance,,shall result in the Bid being considered non- 28 responsive.Any questions, please contact the M/WBE Office at(817)392-6104. 29 30 SUBMITTAL OF REQUIRED DOCUMENTATION 31 The applicable documents must be received by the Managing Department, within the following 32 times allocated, in order for the entire bid to be considered responsive to the specifications. The 33 Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing 34 Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the 35 documentation in the time allocated. A faxed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received by 2:00 p.m., on the second City business days after the met or exceeded: bid opening date,exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 2:00 p.m., on the second City business days after the Utilization Form,if participation is less than bid opening date,exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 2:00 p.m., on the second City business days after the Utilization Form,if no MBE participation: bid opening date,exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if firm will received by 2:00 p.m., on the second City business days after the erform all subcontracting/supplier work: bid opening date,exclusive of the bid opening date. 5. Joint Venture Form,if utilizing a joint received by 2:00 p.m., on the second City business days after the venture to meet or exceed goal. bid opening date,exclusive of the bid opening date. 36 END OF SECTION 37 CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised April 17,2015 t i This page is intentionally blank. 005243-1 Agreement Page I of 4 1 SECTION 00 52 43 CITY (;R1,'-.TAJ 2 AGREEMENT ,c" �q0.r, 3 THIS AGREEMENT, authorized on August 4, 2015 is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and Northstar° Construction, LLC, authorized to do business in Texas, acting by and 6 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 Harmon Field Park In7Provements 16 QE Project Number 01167 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 270 days after the date when the 23 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 24 3.3 Liquidated damages 25 Contractor recognizes that time is of the essence of this Agreement and that City will 26 suffer financial loss if the Work is not completed within the times specified in Paragraph 27 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 28 General Conditions. The Contractor also recognizes the delays, expense and difficulties 29 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 30 is not completed on time. Accordingly, instead of requiring any such proof, Contractor 31 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 32 City Six Hundred and Fzyo� Dollars ($650.00) for each day that expires after the time 33 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 34 Acceptance. OFFICIAL RECORD i i CITY OF FORT WORTH 1lcirtnon F'iehl Park Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 01167 Revised August 17,2012 005243-2 Agreement Page 2 of 4 35 Article 4. CONTRACT PRICE 36 City agrees to pay Contractor for performance of the Work in accordance with the Contract 37 Documents an amount in current fiends of One Million, Two Hundred Thirty-Six Thousand Three 38 Hundred Forty and 00/100 Dollars($1,236,340.00). 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between City and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form 46 1) Proposal Form 47 2) Vendor Compliance to State Law Non-Resident Bidder 48 3) Prequalification Statement 49 4) State and Federal documents (project specific) 50 b. Current Prevailing Wage Rate Table 51 c. Insurance ACORD For1n(s) 52 d. Payment Bond 53 e. Performance Bond 54 f. Maintenance Bond 55 g. Power of Attorney for the Bonds 56 h. Worker's Compensation Affidavit 57 i. MBE and/or SBE Commitment Form 58 3. General Conditions. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued,become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 CITY OF FORT WORTH Harmon 17ielcd fl ar/c frriznwwrcrrre.nis STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City,Project Number 01167 Revised August 17,2012 005243-3 Agreement Page 3 of 4 75 Article 6.INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs,expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city,its officers,servants and employees,from and against any and all loss,damage 89 or destruction of property of the city,arising out of,or alleged to arise out of,the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused, in whole or in part, 94 by any act, omission or negligence of the city. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 99 have the meanings indicated in the General Conditions. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the City. 103 7.3 Successors and Assigns. 104 City and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon CITY and 111 CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas,Fort Worth Division. CITY OF FORT WORTH CITY SECRC"I" l"IN" Extensions for RFVY 16R,16L acid TYVYA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS n �ry Project#00960 Revised August 17,2012 FT, '' W ��I�""I T X � j 005243-4 Agreement Page 4 of 4 116 7.6 Other Provisions. 117 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 118 classified, promulgated and set out by the City, a copy of which is attached hereto and 119 made a part hereof the same as if it were copied verbatim herein. r 1 120 7.7 Authority to Sign. 121 Contractor shall attach evidence of authority to sign Agreement, if other than duly 122 authorized signatory of the Contractor. 123 124 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 125 counterparts. 126 127 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 128 Contractor: City of Fort Worth The Lane Construction Corporation M 1 By: o � , Fernando Costa Assistant City Mana (Signature) Date 4 1 ° Richard A. Bean Attest: (Printed Name) City S cretaly % (Seal) 7d>ooao" Title: Senior District Manager Address: 90 Fieldstone Court M&C Date: City/State/Zip: Cheshire, CT 06410 Approved as to Form and Legality: t � Date � Grant Jor44I°C Assistant City Attorney 129 130 131 APPROVAL RECOMMENDED: 132 133 134 - 135 William elstead 136 DIRECTOR, 137 Aviation Department 138 ,,,,. OFFICIAL MORI) CITY SECRETARY i CITY OF FORT WORTH Extensions for RIYY 16R, 16L and TIVY.4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project 400960 Revised August 17,2012 IK II t / . ^ ` | � | SECTION 00G1 13 Bond No.umx86» Zurich&vmu PERFORMANCE BOND Bond No.mmm/m xJUmal Insurance Compan ^ 9 � � 4 THE STATE OF TEXAS § ' 5 � KNOW ALL BY THESE PRESENTS: ` 6 COUNTY [)FTARRANT § � ' , 8 That we, The Lane Construction Corporation known as ich American Tnsurancc Company, � 9 "Principal" herein and a corpurab* | ` � |V surety(surefims' if nn4na than one) dok/ authorized to do business in the State of Texas, known i| 8o "Surety" herein (whether one o, more), are held and firmly bound unto the City of Fort Worth, � |2 a municipal corporation created pursuant to the laws o/ Texas, known as "City" herein, in the ` 13 penal sum 0f. Dollars [ � 14 ($ 0,920,040.43 . kawhu| nnon�y of (h� UnKad 8�keS, to be paid in FodVVO�h, � 15 Tarrant County, Texas for the payment of which sum well and truly to be made. we bind } ourse|vea, our heioa, ox68ub)r8. adm|niatr8tor8. SUcCesSOnG and assigns, jointly and severally, � R firmly tw these presents. (8 WHEREAS, the Principal has entered into a certain written contract with the City n � � |Y awarded the 4th day of 28j_a_, which Contract is hereby referred k/ and � 21} made a part hereof for all purposes as if fully set forth herein, to furnish all nnatmhm(a' equipment o � � 21 labor and other aCc8gSohea defined by |aw, in the pnJsanuhuo of the VVonh, including any � 22 Change Orders, as provided for in said Contract designated as Extensions of Runway 16R. 16L 23 and Taxiway A` City Project NumberoO 80 NOW,THEREFORE, the condition (fthis obligation is such that if the said Principal shall y � � 25 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully � 26 perform the VV0rk. including Change Orders, under the Contr8c . according to the plans, X ` 27 SpedficahVno, and contract documents therein referred to, and as well during any p$,|Od VY | 28 extension ofthe Contract that may bogranted on the part ofthe City, then this obligation shall ^ ` 2v boandb�uomanuU and void 0�hemW�o1or�nnaininfuUh)rc� anded�e�t . . ' � 30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 31 Tarrant County, Texas or the United 8tadge District Court for the Northern District of Texas, Fort ` > 32 VVorO) Division. , Ponnnmanvegmnd 0061 13-1 ` ' lFB SUbmittal Extensions for nwY1m�16L,andTWY " May 25,2015 Alliance Airport,Fort Worth,Tx CITY SECRETIOUR"'if FT. WORTH�TX � o ' This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue, 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED th4is 5 instrument by duly authorized agents and officers on this the- 6th day of Au. st 6 20j 7 PRINCIPAL: The._L2 ne_C.o.nAaic_ti.o.n_Corpora ti on -........ 9 I I BY: EE" 12 Signature RICHM00 13 ATTEST: 15 tn. If%ru=Q culmd/_ : A 16 (Principal) Secretary Name and Title 17 19 Address: 90 Fieldstone Court 19 Cheshire_=16141 0 10 22 �itness as to,PI, incipal Zurich American insurance Company 23 SURETY: 24 Fidelity and Deposit Company of Maryt,,,nd 25 Liberty Mutual Insurance Comp ay- 26 27 Y. 28 29 30 e I ssica lannotta,Attorney-In-Fact 31 Name and Title 312 Zurich&F&D:1400 American Lane,Toxver 1,18th Fl,Schaumburg,IL 60196 33 Addre$SLiberty:175 Berkeley Street,Bog(_)a INIA(22116 34 f 1r s A�s�a Telephone Number: (212)441-1000 Z7, Witn s to Surety April P r Z' �p 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. 13 The date of the bond shall not be prior to the date the Contract is awarded. 44 END OF SECTION Performance Bond OFFICIAL RECORD 006113-2 Federally Funded RIFB Submittal Ex(ensions for RWY 16R, 16L,and TWY cry 5ECE",1N1,)RY May 25,2015 Alliance Airport,Fort Worth,TX rr"T. WORTH,, `F,`,' / ! � � v � 8 } | SECTION OU6M 14 Bond No.m/o86m z"�l&n&o ^ � Z PAYMENT BOND Bond No.me02m»o Liberty m"ma Insurance Company � 3 ^ 4 THE STATE (JFTEXAS § � \ 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY KjFTARR4NT § U T That we, known as Insurance Company � 8 ''Phnoip4|" herein, and . 9 o corporate surety (sureties), duly authorized k) do business in the State ofTexas, known as ^ |O "Surety" herein (whether one or more), are hg|d and hrnn!y bound unto the City 0f Fort Worth, 8 | | municipal corporation created pursuant to the |avvG Of the State OY T*xns, known an "Qh/^ U ` 12� herein, in the penal Sum �� O0DoUan; - 13 ( . lawful money cdthe United States, to be paid in Fort Worth, !4 Tarrant County. Texas. for the payment of which sum well and truly be made, we bind � 15 ourSelvou, our heirs, oxeoob]rS` 8drniDist/akor8, successors and assigns, 'jointly and xove[a|k/. U ^ |b firmly by these presents. x ` � 17 WHEREAS, Principal has entered into a certain written Contract with CKv, awarded the ^ � )D ay of �eq�u� . �0_L� . m/h|ch Contract is hereby referred 10 and .. |o made a part hereof for all purposes as if fully set forth heroin, to furnish all noakeda|m. equipment, � 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as Extensions for Runway 16B, 18[ and Taxiway A. City ! 22 Project Number 00960. « � 23 N(JVV` THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Phno|p8| � 24 shall pay all nnVn/ea owing to any (and 8U) payment bond beneficiary (as defined in Chapter )5 2258 cd the Texas Government (}VUe. as 8On8Od8d\ in the prosecution of the Work under the ` 20 Contract, then this obligation shall be and become null and void; otherwise h] remain in full force [ 27 and effect. , ' 28 This bond is made and executed in compliance with the provisions of Chapter 2253 (d y ' 29 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in ^ < 30 accordance with the provisions of said statute. [ . | ' J| f,,WIFICIAL RECORD � ^ ` Federally Funded V0e� 1^� � Payment^~~~ CITY SECIIE'11,114RIi` ' .,novu."w* Extensions— ''-' _° '~-~~ '^ May 25.2015 Alliance Airport,Fort Worth,TX x � � IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 6th day of 3 August —, 20 15 4 PRINCIPAL: The Lane Construction Corporation ATTEST: BY: Signature Al U siww P. DQIAS W.�IAWAW E1% - (Principal) Secreta ry Name and Title Address: 20 Fieldstone: Witness Ci� Principal SURETY: Zurich American Insurance Company Ficlefit),and Deposit , zany,of Niarvlqnd -1pany-- ATTEST. Jessica lannotta,AttorneV-In-Fact (Suret Kell),0'1`lalley, ss Name and Title Address: Zurich&V&D: 1400 American lA11e,*l'(AVcr 1,18th I N,00196 Liherty:175 Berkeley Sti-cet,Boston,INIA 02116 c Ss as to Surety April Pere Telephone Number: (212 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 physilc,�l 8 address is different from its mailing address, both must be provided. 9 io The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION (1OFFICIAL RECORD Payment Bond q'1,'P3'F'Y SECRE" ItY 0061 14-2 Federally Funded lFB Submittal Extensions for AWY 16K 16L,and TW A 1 1WORT1 1 � , May 25,2015 Alliance Airport,Fort Worth,TX ................. I 1 0061 19-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 61 19 BOND NO.09188639—ZURICH/F&D 2 MAINTENANCE BOND BOND NO.0 1202413 8-LIBERTY 3 THE STATE OF TEXAS § 4 § KNOW ALL BY THESE PRESENTS: 5 COUNTY OF TARRANT § 6 7 That we The Lane Construction Corporation, known as "Principal" herein and Zurich 8 American Insurance Company, Fidelity and Deposit Company of Maryland and Liberty Mutual 9 Insurance Company, a corporate surety(sureties, if more than one) duly authorized to do business 10 in the State of Texas, known as "Surety" herein(whether one or more), are held and firmly bound 11 unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of 12 Texas, known as"City"herein, in the sum of Sixty One Million Nine Hundred Twenty Thousand 13 Forty& 43/100 Dollars ($61,920,040.43), lawful money of the United States, to be paid in Fort 14 Worth, Tarrant County, Texas, for payment of which sum well and truly be made unto the City 15 and its successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 16 jointly and severally, firmly by these presents. 17 18 WHEREAS,the Principal has entered into a certain written contract with the City awarded 19 the 4th day of August, 2015, which Contract is hereby referred to and a made part hereof for all 20 purposes as if fully set forth herein,to furnish all materials, equipment labor and other accessories 21 as defined by law, in the prosecution of the Work, including any Work resulting from a duly 22 authorized Change Order(collectively herein,the"Work") as provided for in said contract and 23 designated as Extensions for Runway 16R,16L and Taxiway A, City Project Number 00960. 24 25 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 26 accordance with the plans, specifications and Contract Documents that the Work is and will 27 remain free from defects in materials or workmanship for and during the period of one (1)year 28 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 29 30 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 31 upon receiving notice from the City of the need therefor at any time within the Maintenance 32 Period. 33 ("WFICIAL RECORD CITY CITY OF FORT WORTH Wrr�111 Ext nsions for RTVY 16R, 16L,and TIVYA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS , „� . u. . ��o�um�.LL_�,� Project#00960 Revised July 1,2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 t NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. f 5 6 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER,that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 i i E YNK"A TH1 TX CITY OF FORT WORTH tensions for RIM'16R, 16L,and TiVY,4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project#00960 Revised July 1,2011 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 6th day of August, 2015. 3 4 PRINCIPAL: 5 The Lane Construction Corporation 6 7 8 BY: mmm w 9 Signature 10 ATTEST: 12 EQNS tf '� y 13 (Principal)Secretary & Name and Title 14 15 Address: 90 Fieldstone Court 16 � � Cheshire,CT 06410 17 18 .,m, w • .. 19 Witness as to Principal 20 . wawa � SURETY: Zurich American Insurance Company 22 Fidelity and Deposit Company of Maryland 23 Liberty Mutual Insurance —� ompany 24 1 � 25 �BY: . ... • � °tea,. a 26 27 28 Je ssica Iannotta.Attorney-In-Fact 29 AT �T ' Name and Title 30 31 -^` m Address: Zurich/F&D: 32 (Sur ty) e Kelly O'Mt y,Witness 1400 American Lane Tower 1 18th Floor 33 Schaumburg,IL 02116 34 Liberty: 175 Berkeley Street,Boston,MA 02116 A � 35 �.. 36 W� e s as to Surety April Per" ", Telephone Number:212/441-1000 38 Note: If signed Y an�officer of the Surety Company, cl 39 from the by-laws showing that this person has authority o sign such obligation, If 40 Surety's physical address is different from its mailing address, both must be provided, 41 The date of the bond shall not be prior to the date the Contract is awarded. 42 ((WFICIAL RECORD ' CITY F CITY OF FORT WORTH Extensions for RTVY 16R,16L and TIVYA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project#00960 Revised July 1,2011 Fidelity and Deposit Company of Maryland ® Home Office; P.O. Box 1227,Baltimore,MD 21203-1227 IMPORTANT NOTICE To obtain information or make a complaint: You may call the Fidelity and Deposit Company of Maryland, Colonial American Casualty and Surety Company, and/or Zurich American Insurance Company's toll-free telephone number for information or to make a complaint at: 1-800-654-5155 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 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning the premium or about a claim, you should first contact Fidelity and Deposit Company of Maryland or Colonial American Casualty and Surety Company. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. ()Di'"a R iAL RECORD CITY Rai',`CR 11"f s8543ttTx>(08/01) °ery (') i V( Liberty Bona Services,. Member of Libcrty Mutual t,mur Important Notice TO OBTAIN INFORMATION ABOUT THIS BOND, TO MAKE A COMPLAINT OR TO FILE A NOTICE OF CLAIM: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights, complaints, or surety company address at: 800-252-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 This notice is for information purposes only and does not become a part of or a condition of the attached document. It is given to comply with Section 2253.048, Government Code, and Section 53.202, Property Code, Effective September 1, 2001 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 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. Certificate No.6931935 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company WestAmerican Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire&Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and WestAmerican Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies'),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Annette Leuschner;Cynthia Farrell;Debra A.Deming;Edward Reilly;Evangelina L.Dominick;Glenn J.Pelletiere;Jessica lannotta•Kelly O'Malley;Robert P.McDonough;Sandra Diaz,Thomas Rhatigan;ValorieSpates;Vivian Carti all of the city of New York ,state of NY each individually if there be more than one named,its true and lawful attorney-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 1st day of April 2015 • A American Fire and Casualty Company 2a o oRq 9y� J,�J oseortq �� w o'INS The Ohio Casualty Insurance Company .N o Liberty Mutual Insurance Company m 740e o 0 1s1e o 1912 3 1441 WestAmerican Insurance Company y '�1G�NAraes�T�a dye`Yx,SMS'5����a �/�QS,t �� � /M1DIANh d * * A r * By. STATE OF PENNSYLVANIA ss David M.Care ,Assistant Secretary i COUNTY OF MONTGOMERY � C dOn this 1 st day of April 2015, before me personally appeared David M. Carey,who acknowledged himself to be the Assistant Secretary of American Fire and h 4 Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Insurance Company,and WestAmerican Insurance Company,and that he,as such,being authorized so to do, >,W 0.2 2 execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. i &S� IN WITNESS WHEREOF,I have hereunto subscribed myname and affixed my notarial seal at Plymouth Meeting,Pennsylvania,on the day and year first above written. O M +w l6 PAS), COMMONWEALTH OF PENNSYLVANIA +r 0 -a Q�� oxw �lf Notarial Seal ya,M Teresa Pastella,Notary Public By: O'C d of Plymouth Up.,Montgomery County O L Teresa Pastella,Notary Public 16. My Commission Expires March 28,2017 Cy�G Member,Pennsylvania Association of Notaries a r tv This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations ofAmerican Fire and Casualty Company,The Ohio Casualty Insurance m c Company,Liberty Mutual Insurance Company,and WestAmerican Insurance Company which resolutions are now in full force and effect reading as follows: +-�,Q M ARTICLE IV—OFFICERS—Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject O r— to such limitation as the Chairman or the President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, O S acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective 'a 3 E powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so 'M a> 16-p O executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under > 12 the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority, t N ARTICLE XIII—Execution of Contracts-SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, E 00 > i and subject to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute, M O seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their E ao Z respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. F0 19 Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary ofthe Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Gregory W.Davenport,the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casualty insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 6th day of August _20 15 �Q,p1D(CASG PtigY INS& PVXNS" IN Sul?, 1`Q. p4J' < 1906 0 0 1919 n 1912 ° a 1441 By: �` 3 i d o a Gregory W.Davenport,Assistant Secretary �<y�HAMFSI���'bb. 3,��HA.M,PS1'Ca'aa �®/)9SSA4N5" T� � WDIAttP 1? 336 of 500 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attomeys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V, Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 6th day of August 12015 wa DEIps� vGpt3��L�4� SEAL Ny.w'HWN Thomas O.McClellan,Vice President ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by GERALD F.HALEY,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Vivian CARTI, Debra A. DEMING, Cynthia FARRELL, Sandra DIAZ, Jessica IANNOTTA, Annette LEUSCHNER,Edward REILLY,Kelly O'MALLEY and Evangelina L.DOMINICK,all of New York,New York, EACH its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed:any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 18th day of November,A.D.2014. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND 8CAL MIM 4 =♦6�1 ��'fs Alt{ r.n• i,�.t'� ...•t`J Y... J Secretary Vice President Eric D.Barnes Gerald F.Haley State of Maryland County of Baltimore On this 18th day of November,A.D.2014,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,GERALD F.HALEY,Vice President,and ERIC D.BARNES,Secretary, of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly swom,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. 1tCil��/tiSG Maria D.Adamski,Notary Public My Commission Expires:July 8,2015 POA-F 093-5030B A4%� ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/08/06/2015 2015 Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT 'a NAME: Aon Risk Services Northeast, Inc. PHONE (g66) 283-7122 FAX (800) 363-0105 a Boston MA Office (A/C.No.Ext): qIC.No.): One Federal street E-MAIL Boston MA 02110 USA ADDRESS: 2 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA: Starr Indemnity & Liability Company 38318 The Lane Construction INSURER B: Liberty Mutual Fire Ins Co 23035 Corporation 90 Fieldstone Court INSURER C: Liberty insurance Corporation 42404 Cheshire CT 06410 USA INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570058926523 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested IN SR TYPE OF INSURANCE ADD UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD MMIDD MM/DDIYYYY B X COMMERCIAL GENERAL LIABILITY TB EACH OCCURRENCE S3,000,000 CLAIMS-MADE ❑X OCCUR DAMAGETO RENTED $250,000 PREMISES Ea occurrence MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $3,000,000 N GEN'L AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $6,000,000 N POLICY ❑X �E T ❑X LOG PRODUCTS-COMP/OP AGG $6,000,000 0 OTHER: � e As2-611-004030-115 05/30/2015 05/30/2016 COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Ea accident $2,000,000 X ANYAUTO BODILY INJURY(Per person) Z ALLOWNED SCHEDULED BODILY INJURY(Per accident) d AUTOS AUTOS NON-OWNED PROPERTY DAMAGE v HIRED AUTOS AUTOS Per accident v= t: N A X UMBRELLA LIAR X OCCUR 1000021824 05/30/2015 05/30/2016 EACH OCCURRENCE $5,000,000 U EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED RETENTION C WORKERS COMPENSATION AND WA761D004030095 05/30/2015 05/30/2016 X PER STATUTE OTH- EMPLOYERS'LIABILITY YIN ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $2,000,000 OFFICERIMEMBER EXCLUDED? N NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $2,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $2,000,006- DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: Fort Worth Alliance Airport - Extensions for Runway 16R, 16L and Taxiway A. The City of Fort worth and 3acobs Engineering Croup, Inc., including their respective officers, directors, agents and employees are included as additional insured, as their interest may appear, in accordance with the policy provisions of the general liability, automobile liability and umbrella liability policies. General liability evidenced herein is primary and non-contributory to other insurance available to an Additional insured, but only in accordance with the policy's provisions. A waiver of subrogation is granted in favor of The City of Fort Worth and 3acobs Engineering Group, Inc., including their respective officers, directors, agents and employees in accordance with the policy provisions of the general liability, automobile liability, umbrella liability and workers U CERTIFICATE HOLDER CANCELLATION _ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Fort Worth AUTHORIZED REPRESENTATIVE 1000 Throckmorton street Fort Worth Tx 76102 USA ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 570000054359 �"1 ® LOC#: ADDITIONAL REMARKS SCHEDULE Page _ of _ AGENCY NAMED INSURED Aon Risk services Northeast, Inc. The Lane construction POLICY NUMBER see certificate Number: 570058926523 CARRIER NAIC CODE see certificate Number: 570058926523 EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance Additional Description of Operations/Locations/Vehicles: compensation policies. umbrella liability follows form over general liability, automobile liability and employers liability. ACORD 101(2008101) ©2008 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD Policy Number T132-611-004030-105 Issued by Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SECTION If-WHO IS AN INSURED is amended to include as an insured any person or organization for whom you have agreed in writing to provide liability insurance. But: The insurance provided by this amendment: 1. Applies only to "bodily injury" or"property damage"arising out of(a)"your work" or(b) premises or other property owned by or rented to you; 2. Applies only to coverage and minimum limits of insurance required by the written agreement, but in no event exceeds either the scope of coverage or the limits of insurance provided by this policy; and 3. Does not apply to any person or organization for whom you have procured separate liability insurance while such insurance is in effect, regardless of whether the scope of coverage or limits of insurance of this policy exceed those of such other insurance or whether such other insurance is valid and collectible. The following provisions also apply: 1. Where the applicable written agreement requires the insured to provide liability insurance on a primary, excess, contingent, or any other basis,this policy will apply solely on the basis required by such written agreement and Item 4. Other Insurance of SECTION IV of this policy will not apply. 2. Where the applicable written agreement does not specify on what basis the liability insurance will apply,the provisions of Item 4. Other Insurance of SECTION IV of this policy will govern. 3 This endorsement shall not apply to any person or organization for any "bodily injury"or "property damage"if any other additional insured endorsement on this policy applies to that person or organization with regard to the "bodily injury"or "property damage". 4. If any other additional insured endorsement applies to any person or organization and you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for that additional insured,this policy will apply solely on the basis required by such written agreement and Item 4. Other Insurance of SECTION IV of this policy will not apply, regardless of whether the person or organization has available other valid and collectible insurance. If the applicable written agreement does not specify on what basis the liability insurance will apply,the provisions of Item 4. Other Insurance of SECTION IV of this policy will govern. LN 20 01 06 05 POLICY NUMBER:TB2-611-004030-105 COIVNERCIAL GENERAL LIABILITY CG 25 03 05 09 THIS ENDORSENIENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modes insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. For all sums which the insured becomes legally B. For all sums which the insured becomes legally obligated to pay as damages caused by "occur- obligated to pay as damages caused by rences" under Section I — Coverage A, and for all "occurrences" under Section I — Coverage A, and medical expenses caused by accidents under for all medical expenses caused by accidents Section I — Coverage C, which can be attributed under Section I — Coverage C, which cannot be only to ongoing operations at a single designated attributed only to ongoing operations at a single construction project shown in the Schedule below: designated construction project shown in the 1. A separate Designated Construction Project Schedule below: General Aggregate Limit applies to each des- 1. Any payments made under Coverage A for ignated construction project, and that limit is damages or under Coverage C for medical equal to the amount of the General Aggregate expenses shall reduce the amount available Limit shown in the Declarations. under the General Aggregate Limit or the 2. The Designated Construction Project General Products-completed Operations Aggregate Aggregate Limit is the most we will pay for the Limit, whichever is applicable; and sum of all damages under Coverage A, ex- 2. Such payments shall not reduce any cept damages because of "bodily injury" or Designated Construction Project General "property damage" included in the "products- Aggregate Limit. completed operations hazard", and for medi- cal expenses under Coverage C regardless of C. When coverage for liability arising out of the the number of: "products-completed operations hazard" is prov- ided, any payments for damages because of a. Insureds; "bodily injury" or"property damage" included in the b. Claims made or"suits" brought; or "products-completed operations hazard" will c. Persons or organizations making claims or reduce the .Products-completed Operations Agg- bringing"suits". regate Limit, and not reduce the General Agg- regate Limit nor the Designated Construction 3. Any payments made under Coverage A for Project General Aggregate Limit. damages or under Coverage C for medical D. If the applicable designated construction project expenses shall reduce the Designated Con- has been abandoned, delayed, or abandoned and struction Project General Aggregate Limit for then restarted, or if the authorized contracting that designated construction project. Such parties deviate from plans, blueprints, designs, payments shall not reduce the General Ag- specifications or timetables, the project will still be gregate Limit shown in the Declarations nor deemed to be the same construction project. shall they reduce any other Designated Con- struction Project General Aggregate Limit for E. The provisions of Section III— Limits Of Insurance any other designated construction project not otherwise modified by this endorsement shall shown in the Schedule below. continue to apply as stipulated. 4. 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 Decla- rations, such limits will be subject to the appli- cable Designated Construction Project Gen- eral Aggregate Limit. CG 25 03 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 2 SCHEDULE Designated Construction Project(s): All projects away from premises owned by or rented to the named insured. Subject to a $50,000,000 cap Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 25 03 05 09 ©insurance Services Office, Inc., 2008 Page 2 of 2 i E t STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS _-g' 0 Artiolcl -I)ufioidouoaodIrmoioology-----------------------------------.l « 1.01 Defined Terms...............................................................................................................................l 1.02 Terminology-------------------------------------------.0 - 8 /\rdolo�-Preliminary Matters.........................................................................................................................7 201 Copies nf Documents....................................................................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 � 2.03 Starting the Work..........................................................................................................................8 214 Bo1bme Starting Construction........................................................................................................8 - 2.05 Preconstruction Conference..........................................................................................................8 � 2.06 PohUn Meeting------------------------------------------8 2177 loido}Acceptance nf Schedules....................................................................................................8 � Article]-Contract Documents: Intent,Amending,Reuse.............................................................. ----.8 3.01 Intent..............................................................................................................................................Q 3.02 Reference Standards......................................................................................................................9 x 3.03 Reporting and Resolving Discrepancies-----------------------------9 3.04 Amending and Supplementing Contract Documents.................................................................l0 � 315 Reuse nf Documents...................................................................................................................l0 � 30O �l�cbnzdoI�ntu I t � -----------------------------------------' ' Article 4-Availability of Lands; Subsurface and Physical Conditions; Hazardous � Conditions; Reference Points...........................................................................................................ll « 4.01 Availability of Lands..................................................................................................................ll 4.02 Subsurface and Physical Conditions ..........................................................................................l2 »S 4'03 Differing Subsurface ^"�°°'"^Cnodbkum ___l2 » 4.04 Underground Facilities ...............................................................................................................l3 4.05 Reference Points.........................................................................................................................l4 416 }{ozurdono Environmental Condition u1 Site..............................................................................l4 Article 5-Bonds and Insurance.....................................................................................................................l0 5])1 LioeuuedSuredeeaudlomnnero---------------------------------lh � 5.02 Performance,Payment, and Maintenance Bonds.......................................................................l6 5{3 Certificates uf Insurance.............................................................................................................lh 5.04 Contractor's Insurance................................................................................................................l0 � 5.05 Acceptance of Bonds and 10 Replace-------------------..l9 Article 0-Contractor's Responsibilities----------------------------------..lA � . 0.01 Supervision and -------------------------------. l9 K CITY o+FORT WORTH � STANDARD CONSTRUCTION spsc»rxrunvDOCUMENTS Revision:1)"nber 21,2012 6.02 Labor;Working Hours................................................................................................................20 6.03 Services,Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and"Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes...........................................................................................................................................28 6.12 Use of Site and Other Areas.......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article 7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article 8-City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities.......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9-City's Observation Status During Construction...........................................................................37 9.01 City's Project Representative .....................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Per formed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 Article 10-Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................:...............................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 -Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12-Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13-Tests and Inspections; Correction,Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 x 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 15.03 City May Terminate For Convenience.......................................................................................60 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 Article17—Miscellaneous..............................................................................................................................62 17.01 Giving Notice..............................................................................................................................62 17.02 Computation of Times................................................................................................................62 17.03 Cumulative Remedies.................................................................................................................62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page I of 63 ARTICLE 1–DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application 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 SPECIFCATION DOCUMENTS Revision:Docember21,2012 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 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 defmition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 General Conditions Page 3 of 63 25. Damage Claims – A demand for money or services arising fiom the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day–A day,unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation – The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services – The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development– The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works – The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department– The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative,assistant,or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. - 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work – Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents.Extra work shall be part of the Work. 36.Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance – The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 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. 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 General Conditions Page 5 of 63 51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53. Project Representative—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting – An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954(42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decenber2l,2012 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, steam, liquid petroleum products, telephone or other communications, cable television, water,wastewater, storm water,other liquids or chemicals,or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours —Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day—A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents,have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Docember21,2012 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Doeember21,2012 00 72 00-1 General Conditions Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING,REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 F Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations,whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. _ 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or(c) any ins huction 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 SPECIFCATION DOCUMENTS Revision:December2l,2012 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 General Conditions Page 1 I of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability ofLands 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 SPECIFCATION DOCUMENTS Revision:December2l,2012 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 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 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 Sliown 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 SPECIFCATION DOCUMENTS Revision:13acanber2l,2012 007200-1 Genera(Conditions Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors,members,partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 4.06G 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 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 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 ofInsurance 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 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 fiom 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 SPECIFCATION DOCUMENTS Revision:Dece nber21,2012 007200-1 General Conditions Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups,must also be approved by City. 11. Any deductible in excess of$5,000.00, for any policy that does not provide coverage on a first-dollar basis,must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers'Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations,personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 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 Szrpen�ision 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 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. I. "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 SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 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. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 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: 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 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. 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 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an"or-equal."City will advise Contractor in writing of its determination. D. Special Guuarantee: 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 ofsubstituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. 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 SPECIFCATION DOCUMENTS Revision:Decanber2l,2012 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. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance(as amended)by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE 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 and/or SBE. Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 Punishing 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 nChapter 2258, Texas Goverment 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 fiom successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree On an arbitrator before the 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 00 72 00-1 General Conditions Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. htgj l/v v.`,.Ia�iaidc) �r,si.ate.tx.us/taKiiiit-)/taxl�.)rni�i/93..lbr nis }btpil 6.12 Use ofSite 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 SPECIFCATION DOCUMENTS Revision:Deceanber21,2012 007200-1 General Conditions Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 621, Contractor shall indeinnijy and hold harmless City,fromi and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decembe 2l,2012 007200-1 General Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage,injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 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 andlor 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 Genera(Conditions Page 31 of 63 changes in the Work or variations fi-om 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 fiom 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 SPECIFCATION DOCUMENTS Revision:Dacember21,2012 00 72 00-1 General Conditions Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General 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 SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 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 _ 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN „ PART. BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS r CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Docember2l,2012 i 007200-1 General Conditions Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY, 6.22 Delegation of Professional Design Sen4ces A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents,papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December21,2012 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 V1, 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 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 City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Doeember2l,2012 007200-1 General Conditions Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative 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 Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative 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 Representative'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 Representative'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 SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 38 of 63 9.03 Authorized Variations in Work City's Project Representative 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 Representative 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 Per Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative 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 SPECIFCATION DOCUMENTS Revision:December2l,2012 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, 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 SPECIFCATION DOCUMENTS Revision:Domriber2l,2012 007200-1 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 allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal(unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any,take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 11.013, 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 11.013, 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 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, less market value, of such items used but not consumed which remain the property of Contractor. C. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. £ The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 General Conditions Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.AA, 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. Docunnentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 00 72 00-1 General Conditions Page 44 of 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 00"7200-1 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 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 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 12.0l.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, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.0l.A.4 and 11.0l.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 12.0l.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 SPECIFCATION DOCUMENTS Revision:December2l,2012 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 11.01.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Conti act Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material,if any,which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 00 72 00-t 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. I. 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 SPECIFCATION DOCUMENTS Revision:December2l,2012 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 SPECIFCATION DOCUMENTS Revision:Decernber2l,2012 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 SPECIFCATION DOCUMENTS Revision:December2l,2012 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 ran fiom an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim,pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of,the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph ` 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven(7)days written notice to Contractor, correct,or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH - STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 General Conditions Page 53 of 63 B. Review ofApplicatimis: 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 SPECIFCATION DOCUMENTS Revision:Damriber2l,2012 007200-1 General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b, there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days,City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. - B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection,City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 00 72 00-1 General Conditions Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b, consent of the surety, if any,to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages,will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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. 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 fiom 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 General Conditions Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation,may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 SPECIFCATION DOCUMENTS Revision:December21,2012 007200-1 General Conditions Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 _ 007200-1 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 with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless,within that time period,City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 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 i£ 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 SPECIFCATION DOCUMENTS Revision:December2l,2012 00"7200-1 General Conditions Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH - STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 i f 007300-1 SUPPLEMENTARY CONDITIONS Page I of 7 f ] SECTION 00 7300 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions ^ 11 of the General Conditions which are not so modified or supplemented remain in full force and.effect. �f 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions,unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement'specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2,"Resolving Discrepancies" 24 25 Plans govern over Specifications. 26 27 SC-4.01A 28 29 Easement limits-shown on the Drawing are approximate and were provided to establish a basis for bidding. �j 30 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the C } 31 Contract Drawings. 32 33 SC-4.01A.1.,"Availability of Lands" 34 The following is a list of known outstanding right-of-way,and/or easements to be acquired,if any as of: 35 36 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE 4 NUMBER OF POSSESSION NONE r" 37 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 38 and do not bind the City. 39 ` 40 If Contractor considers the final easements provided to differ materially from the representations on the L{ 41 Contract Drawings, Contractor shall within five (5)Business Days and before proceeding with the Work, 42 notify City in writing associated with the differing easement line locations. I 43 44 SC-4.01A.2,"Availability of Lands" 45 46 Utilities or obstructions to be removed,adjusted,and/or relocated 47 48 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 49 as of CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry No.01167 Revised April 1,2013 I+ I L! I' j 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 7 17 1 With respect to the above outlined insurance requirements,the following shall govern: 2 17 3 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in ' 4 the name of the railroad company.. However, if more than one grade separation or at-grade 5 crossing is affected by the Project at entirely separate locations on the line or lines of the same 6 railroad company,separate coverage may be required,each in the amount stated above. 7 8 2. Where more than one railroad company is operating on the same right-of-way or where several 9 railroad companies are involved and operated on their own separate rights-of-way, the Contractor 10 may be required to provide separate insurance policies in the name of each railroad company. 11 12 3. If, in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a 13 railroad company's right-of-way at a location entirely separate from the grade separation or at- 14 grade crossing,insurance coverage for this work must be included in the policy covering the grade I15 separation. 16 17 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 18 way,all such other work may be covered in a single policy for that railroad,even though the work 19 may be at two or more separate locations. 20 21 No work or activities on a railroad company's property to be performed by the Contractor shall be 22 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 23 for each railroad company named,as required above. All such insurance must be approved by the City and s 24 each affected Railroad Company prior to the Contractor's beginning work. 25 26 The insurance specified above must be carried until all Work to be performed on the railroad right-of--way 27 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, 28 insurance must be carried during all maintenance and/or repair work performed in.the railroad right-of-way. 29 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 30 railroad company operating over tracks involved in the Project. 31 32 SC-5.04F.,"Contractor's Insurance" 33 34 5.04F. Contractor's Insurance Requirements For Use Of THE Property-Requirements 35 36 Prior to the start of work or occupancy of premises under a License,Licensee's contractor 37 agrees to procure and maintain at its sole cost and expense,the following types and amounts 38 of insurance with an insurer or unsurers and form satisfactory to Licensor who is herein f 39 defined to be TRINITY RAILWAY EXPRESS.Where applicable,the operating railroad 40 will be named as an additional insured.The railroads include the following:BURLINGTON 41 NORTHERN SANTA FE RAILWAY COMPANY(BNSF),UNION PACIFIC 42 RAILROAD COMPANY(UP),and DALLAS GARLAND&NORTHEASTERN 43 RAILROAD(DGNO).Other additional insureds include:Dallas Area Rapid Transit,Fort 44 Worth Transportation Authority and Herzog Transit Services,,Inc. 45 46 Licensee's contractor shall furnish an original Certificate of Insurance along with all 47 endorsements for review and approval by DART's Risk Management Department with the 17 48 following insurance as a minimum standard: 49 1)Comprehensive General Liability with Contractual Liability Endorsement 50 • Combined single limit of at least$2,000,000. 51 Licensor and Railroad are named as additional insureds(Endorsement for ongoing 17 52 operations CG 2010 or equivalent and for completed operations CG 2037 or 53 equivalent)without any qualifications or restrictions. 54 Contractual liability endorsement must have exclusions for operations within 50 55 feet of railroad(Endorsement 2417 or equivalent)and for XCU hazards deleted. CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS. CiryNo.01167 Revised April 1,2013 1 I I i 1 1 007300-5 �) SUPPLEMENTARY CONDITIONS +L�I Page 5 of 7 I I Waiver of subrogation(Endorsement CG 2404 or equivalent). 2 Licensor must have 30 days notice of cancellation or modification. 3 2)Comprehensive Automobile Liability Policy 4 Combined single limit of at least$2,000,000. 5 Licensor and Railroad are named as additional insureds(Endorsement CA 0403 or i 6 equivalent)without any qualifications or restrictions. i 7 Waiver of subrogation(Endorsement CA 2089 or equivalent). 8 Licensor must have 30 days notice of cancellation or modification. �q 9 3)Workers'Compensation Insurance 10 Providing Statutory Benefits under the.Worker's Compensation Act of the State of 11 Texas andlor any other State or Federal Law or Laws applicable to the Contractor's 12 employees performing the work under this agreement. 13 • Employer's Liability Insurance with limits of liability of not less that$500,000 R 14 each accident,$500,000 each employee for disease and$500,000 policy limit for f 15 disease. 16 Endorsed with a Waiver of Subrogation(Endorsement WC 42 03 04 or 17 equivalent),waiving the carrier's right of recovery under subrogation or otherwise 18 from Licensor. 19 4)Railroad.Protective Coverage 20 The Railroad,not DART,is to be listed as the insured on the certificate.The coverage is 21 not required if the contractor's general liability limits are$2,000,000.per occurrence and I 22 $65000,000 aggregate or higher and the contractor provides the Contractual Liability 23 Endorsement CG 2417. 24 5)Licensee agrees to furnish Licensor with Certificates of Insurance(or,as and when 25 Licensor may direct,copies of the actual insurance policies)as evidence of the coverages 26 outline in 1),2)and 3)above. 27 .6)All coverage described in a License shall be in a form and content satisfactory,to ' 28 Licensor.No party,subject to the provisions of a,License.agreement,.shalI violate or 29 knowingly permit to be violated any of the provisions of the policies of insurance 30 described therein.All insurance should be provided by insurance companies with a Best's 31 Rating of B+or better. 32 33 SC-6.04.,"Project Schedule" 34 35 Project schedule shall be tier 3 for the project. 36 37 SC-6.07.,"Wage Rates" 38 39 The prevailing wage rate table(s)applicable to this project is provided inAhe Appendixes. 40 41 SC-6.09.,"Permits and Utilities" 42 f 43 SC-6.09A.,"Contractor obtained permits and licenses" 44 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor, 45 but not limited to: 46 47 1. Grading. 48 2. Water.. 49 3. ,Electrical. ! 50 4. Protection of Trees, Plants, and Soil. 51 5. Horizontal Drilling under Ham Branch. 52 53 SC-6.09B."City obtained permits and licenses" P9 54 The following are known permits and/or licenses required by the Contract to be acquired by the City: I 55 NONE CITY OF FORT WORTH Harmon Field Park 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised April I,2013 -� h 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 7 1 2 SC-6.09C."Outstanding permits and licenses" 4 The following is a list of known outstanding permits and/or licenses to be acquired: 5 6 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION Grading,Electrical,Fence(taller than 6ft),Building permit for City of Fort Worth light pole foundation,bridge @ SE corner of NW soccer field and pavilion,plumbing permit for sleeve under creek,Permit for water meter, (Bleachers) 7 8 SC-6.24B.,"Title VI,Civil Rights Act of 1964 as amended" 9 10 During the performance of this Contract,the Contractor,for itself,its assignees and successors in interest 11 (hereinafter referred to as the"Contractor")agrees as follows: 12 13 1. Compliance with Regulations:The Contractor shall comply with the Regulation relative to 14 nondiscrimination in Federally-assisted programs of the Department of Transportation(hereinafter, 15 "DOT")Title 49,Code of Federal Regulations,Part 21,as they may be amended from time to time, 16 (hereinafter referred to as the Regulations),which are herein incorporated by reference and made a part 17 of this contract. 18 19 2. Nondiscrimination:The Contractor,with regard to the work performed by it during the contract,shall 20 not discriminate on the grounds of race,color,or national origin,in the selection and retention of 21 subcontractors,including procurements of materials and leases of equipment.The Contractor shall not 22 participate either directly or indirectly in the discrimination prohibited by 49 CFR,section 21.5 of the 23 Regulations,including employment practices when the contract covers a program set forth in 24 Appendix B of the Regulations. 25 26 3. Solicitations for Subcontractors,Including Procurements of Materials and Equipment:In all 27 solicitations either by competitive bidding or negotiation made by the contractor for work to be 28 performed under a subcontract,including procurements of materials or leases of equipment,each 29 potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations ¢� 30 under this contract and the Regulations relative to.nondiscrimination on the grounds of race,color,or J{ 31 national origin. 32 33 4. Information and Reports:The Contractor shall provide all information and reports required by the 34 Regulations or directives issued pursuant thereto,and shall permit access to its books,records, 35 accounts,other sources of information and its facilities as may be determined by City or the Texas 36 Department of Transportation to be pertinent to ascertain compliance with such Regulations,orders 37 and instructions.Where any information required of a contractor is in the exclusive possession of 38 another who fails or refuses to furnish this information the contractor shall so certify to the City,or the 39 Texas Department of Transportation,as appropriate,and shall set forth what efforts it has made to 40 obtain the information. 41 42 5. Sanctions for Noncompliance:In the event of the Contractor's noncompliance with the 43 nondiscrimination provisions of this Contract,City shall impose such contract sanctions as it or the 44 Texas Department of Transportation may determine to be appropriate,including,but not limited to: 45 46 a. withholding of payments to the Contractor under the Contract until the Contractor 47 complies,and/or 48 b. cancellation,termination or suspension of the Contract,in whole or in part. 49 CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised April 1,2013 i 007300-7 SUPPLEMENTARY CONDITIONS Page 7 of 7 1 6. Incorporation of Provisions:The Contractor shall include the provisions of paragraphs(1)through 2 (6)in every subcontract,including procurements of materials and leases of equipment,unless exempt j 3 by the Regulations,or directives issued pursuant thereto.The Contractor shall take such action with 4 respect to any subcontract or procurement as City or the Texas Department of Transportation may i 5 direct as a means of enforcing such provisions including sanctions for non-compliance:Provided, L' 6 however,that,in the event a contractor becomes involved in,or is threatened with,litigation with a L' 7 subcontractor or supplier as a result of such direction,the contractor may request City to enter into 8 such litigation to protect the interests of City,and,in addition,the contractor may request the United 9 States to enter into such litigation to protect the interests of the United States. 10 11 Additional Title VI requirements can be found in the Appendix. 12 13 SC-7.02.,"Coordination" 14 j 15 The individuals or entities listed below have contracts with the City for the performance of other work at 16 the Site: j f 17 Vendor Scope of Work Coordination Authority NONE 18 19 SC-8.01,"Communications to Contractor" j 20 21 NONE 22 j 23 SC-9.01.,"City's Project Representative" i 24 j c 25 The following firm is a consultant to the City responsible for construction management of this Project: 26 NONE 27 28 SC-13.03C.,"Tests and Inspections" i L 29 30 NONE 31 32 SC-16.01C.1,"Methods and Procedures" 33 34 NONE 35 1 36 37 END OF SECTION E f P f i I j CITY OF FORT WORTH Harmon Field Pork C� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01/67 1 Revised April 1,2013 in io all blank. This page is ton t n y �I J Ll 01 11 00-1 SUMMARY OF WORK Page 1 of 2 1 SECTION 01 1100 2 SUMMARY OF WORK I 3 PART1 - GENERAL r 4 1.1 SUMMARY 5 A. Section Includes: I 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. I 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 1 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 i 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 1 38 delay in the construction operations. I CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised December 20,2012 1 I 01 11 00-2 SUMMARY OF WORK Page 2 of 2 l b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to,all trees,shrubbery,plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines,to all conduits, overhead pole lines,or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. J` 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act,omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work,material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight,and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal,temporary 40 closures and replacement,shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. 42 END OF SECTION 43 44 CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01 167 Revised December 20,2012 I 01 2500-1 SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES i I 71 3 PART1 - GENERAL i 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 11 c. Trade name L' 12 d. Catalog number 13 2. Substitutions are not"or-equals". j 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 I 18 2. Division 1 —General Requirements j I 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. r 22 No separate payment will be allowed for this Item. 23, 1.3 REFERENCES INOT USED] i I 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 j 9 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. n 29 2. Certain types of equipment and kinds of material are described in Specifications by p I 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 1 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: i 38 a. Or-equals are unavailable due to strike,discontinued production of products I 39 meeting specified requirements, or other factors beyond control of Contractor; L7 40 or, i CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 �� I 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form(attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including,but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience e 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 Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 L' 01 2500-3 SUBSTITUTION PROCEDURES p Page 3 of 4 1 4. No additional contract time will be given for substitution. r 2 5. Substitution will be rejected if: 1 3 a. Submittal is not through the Contractor with his stamp of approval i 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] �q 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] I 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 I 14 represents that the Contractor: 15 1. Has investigated proposed product,and has determined that it is adequate or 16 superior in all respects to that specified,and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee,for substitute.item as for product specified 19 3. Will coordinate installation of accepted substitution into Work,to include building 20 modifications-if necessary,making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise ! I 24 END OF SECTION f 25 26 I L ` i I Q ! r f I I i t CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 I L! � I 01 2500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 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 f-q 10 ) 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 ' 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature _Recommended _Recommended ' 38 as noted 39 40 Firm Not recommended _Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone J 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH Hannon Field Park ..� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01 167 Revised July 1,2011 � L 1 01 31 19-1 PRECONSTRUCTION MEETING Page I of 2 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART 1 - ;GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions,for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 4 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: i 11 1. Division 0—Bidding Requirements,Contract.Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 1 13 1.2 PRICE AND PAYMENT PROCEDURES i 14 A. Measurement and Payment p 15 1. Work associated with this Item is considered subsidiary to the various items bid. IV ' 16 No separate payment will be allowed for this Item. p 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS i 19 A. Coordination w j 20 1. Attend preconstruction meeting. i 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. �JI 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. :I 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. I 30 2. The Project Representative will preside at the meeting,prepare the notes of the i 31 meeting and distribute copies of same to all participants who so-request by fully LI 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 I 38 to invite or the City may request f i CITY OF FORT WORTH Hannon Field Park i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -City No.01 167 Revised August 17,2012 i Ol 31 19-2 PRECONSTRUCTION MEETING Page 2 of 2 1 e. Other City representatives 2 f. Others as appropriate �p 3 4. Construction Schedule JI 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances,easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material ' 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems J 31 v. Storm Water Pollution Prevention Plan ' 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings J 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments 46 END OF SECTION 47 CITY OF FORT WORTH Harmon Field Park p'« STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised August 17,2012 i i i 01 31 20-1 �{ PROJECT MEETINGS LPage 1 of 3 1 SECTION 01 31 20 � �I ! 2 PROJECT MEETINGS L' 3 PART-1 - GENERAL L, � 4 1.1 SUMMARY 7 5 A. Section Includes: g 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 71, 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 7 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: I 12 1. 'Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 13 2. 'Division 1 —General Requirements L 14 1.2 PRICE AND PAYMENT PROCEDURES k ' 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. C18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 71 20 A. Coordination 21 1. Schedule, attend and administer as specified,periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 7 23 2. Representatives of Contractor,subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may,be tape recorded. 71 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 future reference. i 28 4. Meetings, in addition to those specified in this Section, may be held when requested 7 29 by the City,Engineer or Contractor. i 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 i CITY OF FORT WORTH Harmon Field Park 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 71 i 01 31 20-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre-construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings,prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others,as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations,problems,conflicts 32 c. Items which impede construction schedule J 33 d. Review of off-site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CiryNo.01/67 Revised July 1,2011 01 31 20-3 PROJECT MEETINGS Page 3 of 3 l 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 C 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] 7,1 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] C' 16 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] i 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 18 1.12 WARRANTY [NOT USED] 7 19 PART 2- PRODUCTS NOT USED f 71 20 PART 3- EXECUTION [NOT USED] 1 21 END OF SECTION 7 I 22 Revision Log DATE NAME SUMMARY OF CHANGE i 7 f 1 1 7 I CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 7 Revised July 1,2011 I ' 7 i This page is intentionally blank. i � n 01 32 16-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 I SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE i 3 PART1 - GENERAL I 4 1.1 SUMMARY I 5 A.. Section Includes: 6 'I. General requirements for the,preparation,submittal, updating,status reporting and 71 7 management of the Construction Progress Schedule . 8 -.2.- Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document I i 10 B. Deviations from this City of Fort Worth Standard Specification 7 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 C f 14 2. Division 1 —General Requirements i i 7 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. 7 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES I 20 A. Definitions 1 21 -1. Schedule.Tiers 22 a. Tier 1 -No schedule submittal required by.contract. Small,brief duration f 23 projects 7 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 L' 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 as pipeline with 32 interconnection.to another governmental entity 71, 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 i 35 durations,high public visibility 36 1) Examples might'include a water or wastewater treatment plant I C37 2. Baseline Schedule- Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress.and departures from the schedule. 7 39 3. Progress Schedule-Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. i i CITY OF FORT WORTH Hannon Field Park f { STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 j I 01 32 16-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative-Concise narrative of the schedule including schedule 2 changes, expected delays,key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document r� 5 1.4 ADMINISTRATIVE REQUIREMENTS 1 6 A. Baseline Schedule J 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 Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1.2011 C' 01 32 16-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 I D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled I 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 f 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. 1 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 n 19 the network will not be the basis for a change therein. L I 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. - f 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. l.-. 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 I 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 i 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. l 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 L� 46 right to reserve and apportion float time according to the needs of the project. 7 I i CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.0!!67 Revised July I,2011 71, I 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time,will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts,the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 1—q 9 a. Obtain the schedules of the other appropriate contracts from the City for the )I 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 Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.0!!67 Revised July 1,2011 i C 01 32 16-5 CONSTRUCTION PROGRESS SCHEDULE I Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 7.1 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] L' 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] I 13 1.12 WARRANTY [NOT USED] d 14 PART 2- PRODUCTS [NOT USED] i 15 PART 3- EXECUTION [NOT USED] 16 END OF SECTION 17 P f j Revision Log DATE NAME SUMMARY OF CHANGE 71, I � L ' 18 Id I L ' i a C � I I �'1 P f CITY OF FORT WORTH Harmon Field Pork STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 7 Revised July 1,2011 I i • I i This page is intentionally blank. 01 3233-1 �j PR-ECONSTRUCTION VIDEO { Page] of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO i 3 PART 1 - GENERAL 4 1.1 SUMMARY 7 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos i 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 1 10 C. Related Specification Sections include,but are not necessarily limited to: _1 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 71 12 2, Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment I 15 1. Work associated with this Item is considered subsidiary to the various items bid. L ' � ` 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] { 71 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 7 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. I 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 7 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 7 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] j 29 1.9 QUALITY ASSURANCE [NOT.USED] 7I 30 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] I 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] c 32 1.12 WARRANTY [NOT USED] i L' 33 PART 2- PRODUCTS [NOT USED] i I CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 I I 013233-2 JJ PRECONSTRUCTION VIDEO ' Page 2 of 2 1 PART 3- EXECUTION [NOT USED] 2 END OF SECTION , 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 71, 01 33 00-1 SUBMITTALS Page 1 of 7 I SECTION 0133 00 2 SUBMITTALS 3 PART 1 — GENERAL 4 1.1 SUMMARY i P 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: f 8 a. Shop Drawings I 9 b. Product Data(including Standard Product List submittals) i 10 c. Samples �! 11 d. Mock Ups 7 'P 12 B. Deviations from this City of Fort Worth Standard Specification 7 13 1. None. I' 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 I 71 16 2. Division 1 –.General Requirements � 17 1.2 PRICE AND PAYMENT PROCEDURES F 18 A. Measurement and Payment i 19 1. Work associated with this Item is considered subsidiary to the various items bid. j 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS i n 23 A. Coordination LI 24 1. Notify the City in writing,at the time of submittal,of any deviations in the 25 submittals from the requirements ofthe,Contract Documents. 26 2. Coordination of Submittal Times 1 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 �j 29 specified in the individual Work Sections,of the Specifications. - L � 30 b.' Contractor is responsible such that the installation will not be delayed by 4 31 processing times including,but not limited to: 7 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 0 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. I CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 j Revised December 20,2012 I 7 i ' 013300-2 SUBMITTALS Page 2 of 7 1 d. Make submittals promptly in accordance with approved schedule,and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the.first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z, indicating the resubmission of the same drawing(i.e. 11 A=2nd submission,B=3rd submission,C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission)of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings,product data and samples, including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement �•y 32 1) `By this submittal,I hereby represent that I have determined and verified )+ 33 field measurements,field construction criteria,materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/z inches x I 1 inches to 8 '/z inches x I Iinches. 38 2. Bind shop drawings and product data.sheets together. 39 3. Order 40 a. Cover Sheet rq 41 1) Description of Packet JI 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised December 20,2012 I I 01 3300-3 1 SUBMITTALS Page 3 of 7 1 2. The Project title and number 2 3. Contractor identification r 3 4. The names of: 0 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number,page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials I 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 G 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 f i 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 £ Special wiring diagrams I 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 I 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. l l 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 ' k 37 Product List,submittal data may include,but is not necessarily limited to: n 38 a. Standard prepared data for manufactured products(sometimes referred to as L j 39 catalog data'), 1 40 1) Such as the manufacturer's product specification and.installation 41 instructions C I 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 7 46 6) ' Product photographs i i CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Co No.01167 Revised December 20,2012 7 ILA I 01 3300-4 SUBMITTALS Page 4 of 7 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 Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised December 20,2012 L! 01 3300-5 i SUBMITTALS 1 Page 5 of 7 1 a. Shop Drawings 2 1) 'Distributed to the City J l 3 2) Copies 4 a) 8 copies for mechanical submittals i 5 b) 7 copies for all other submittals I I 1 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data �q 9 1) Distributed to the City L I 10 '2) Copies I I 11 a) 4 copies I 12 c. Samples 13 1') Distributed to the Project Representative 14 2) Copies 15 a)' Submit the number stated'in'the respective Specification Sections. j 16 3. Distribute reproductions of approved shop drawings and copies of approved i 17 product data and samples,,where required,to the job site file and elsewhere as 18 directed by the City. ! 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review i 22 1. The review of shop drawings,data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: V 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, ! J 26 dimensions, and materials 27 c. Approving departures from details furnished by the City,except as otherwise 28 provided herein ' 29 2. The review and approval of shop drawings, samples or product data by the City f 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. l ' 32 a. All risks of error and omission are'assumed by the Contractor,and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and'accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. i 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance,the City may return the reviewed drawings without noting an 71, 41 exception.42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 7 45 comments on the submittal. 46 a) When returned under this code th'e'Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 i C CITY OF FORT WORTH Harmon Field Park 4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 'Ciry No.01167 Revised December 20,2012 I C 01 3300-6 SUBMITTALS Page 6 of 7 1 ]) "EXCEPTIONS NOTED". This code is assigned.when a confirmation of 2 the notations and comments IS NOT required by the Contractor. >� a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 J 7 1) "EXCEPTIONS NOTED/RESUBMIT".. This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) , At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for } 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. . City reserves the right to not review submittals deemed partial,at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor,and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents,then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised December 20,2012 01 3300-7 SUBMITTALS Page 7 of 7 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 j 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. k 10 M. Qualifications C 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. i 13 N. Request for Information(RFI) 14 1. Contractor Request for additional information I 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 i 18 Specifications 19 1) Identify the conflict and request clarification L ' 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. f ' 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 1 26 5. The City will log each request and will review the request. L.! 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 END OF SECTION I I �f 1 I 1 I I CITY OF FORT WORTH Harmon Field Park 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised December 20,2012 E I This page is intentionally blank. J Of 35 13- 1 SPECIAL PROJECT PROCEDURES Page 1 of'8 SECTION 01 35 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART I - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines iPD 10 c. Confined Space Entry Program I I d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 f. Water Department Notification 14 & Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0- Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division I General Requirements 24 3. Section 33 12 25- Connection to Existing Water Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Coordination within Railroad permit areas 28 a. Measurement 29 1) Measurement for this Item will be by lump sum. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the lump sum price bid for Railroad Coordination. 33 c. The price bid shall include: 34 1) Mobilization 35 2) Inspection 36 3) Safety training 37 4) Additional Insurance !P 38 5) 113SUrance Certificates 39 6) Other requirements associated with general coordination with Railroad, 40 including additional employees required to protect the right-of-way and 41 property of the Railroad from damage arising out of and/or from the 42 construction of the Project. C1 INOF FORTWORTI I Harmon Field Park STANDARI)CONSTRUcTiON SlIECIFICATION DOCUMENTS Cfty No..0 116 7 F Rinsed December 20,2()12 o W 3513-2 SPECIAL PROPECT PROCEDURES Page 2 of 8 1 2. Railroad I'lagmen 2 a. Measurement 3 1) ✓easurernent for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials fUrnished in accordance with this Item 6 will be paid for each working day that Railroad Flaginet-i are present at the 7 Site. 8 c. The price bid shall include: 9 1) Coordirration for scheduling flagmen to 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification,unless a date is specifically cited. 20 2. Health and Safety Code,Title 9. Safety, Subtitle A. Public Safety,Chapter 752. 21 High Voltage Overhead Lines. 22 3. North Central Texas Council of Governments(Ncrclo(i) Clean Construction 23 Specification 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Coordination with the Texas Department of Transportation. 26 L When work in the right-of-way which is under the jurisdiction of the"Texas 27 Department of Transportation 28 a. Notify the Texas Department of Transportation prior to commencing any work 29 therein in accordance with the provisions of the permit 30 b. All work performed in the'FxDOI'right-of-way shall be performed in 31 compliance with and subject to approval from the Texas Deparinilent of 32 Transportation 7 33 B. Work near High Voltage Lines 34 L Regulatory Requirements 35 a. All Work near High Voltage Lines(more than 600 volts measured between "MR I�/ 36 conductors or between a conductor and the ground)shall be in accordance with 37 Health and Safety Code,Title 9, Subtitle A,Chapter 752. 38 2. Warning sign 39 a. Provide sign of sufficient size meeting all OSHA requirements" 40 3. Equipment operating within 10 feet of high voltage lines will require the following 41 safety features wiyiiyt 42 a. lnsula.tinf,cage-type of guard about the boom or arm 43 b. Insulator links on the lift hook connections for back hoes or dippers 44 c. Equipment must meet the safety mquirernents as set forth by OSHA and the 45 safety requirements of the owner of the high w)ltage lines MY OF FORTWOR"I'll Harmon Field Park STANDARD CONSTRUCI ION SPECIFICATION DOCI M 1"S CayNo.01167 Revmed Decemtwr 20,2012 Ji W 35 3-3 SPECIAL PROJEC,r PROCEDURES Page 3 of'8 1 4. Work within 6 feet of high voltage electric lines 2 a. Notification shall be given to: ' 3 1) The power company(example: ONCOR) 4 a) Maintain an accurate log of all such calls to power company and record 5 action taken in each case. 6 b. Coordination with power company 7 1) After notification coordinate with the power company to: 8 a) Erect temporary mechanical barriers,de-energize the lines,or raise or 9 lower the lines 10 c. No personnel may work within 6 feet of a high voltage line before the above 11 requirements have been met. 12 C. Confined Space Entry Program 13 1. Provide and follow approved Confined Space Entry Program in accordance with 14 OSHA requirements. 15 2. Confined Spaces include: 16 a. Manholes 17 b. All other confined spaces in accordance with OSHA's Permit Required for 18 Confined Spaces 19 D. Air Pollution Watch Days 20 1. General 21 a. Observe the following guidelines relating to working on City construction sites 22 on days designated as"AIR POLLUTION WATCH DAYS'. 23 b. Typical Ozone Season 24 1) May I through October 31. t, 25 c. Critical Emission Time 26 1) 6:00 a.m.to 10:00 a.m. 27 2. Watch Days 28 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 29 with the National Weather Service,will issue the Air Pollution Watch by 3:00 30 pm. on the afternoon prior to the WATCH day. 31 b. Requirements 32 1) Begin work after 10:00 a.m. whenever construction phasing requires the 33 use of motorized equipment for periods in excess of I hour. 34 2) However,the Contractor may begin work prior to 10:00 a.m. if. 35 a) Use of motorized equipment is less than I hour,or 36 b) If equipment is new and certified by EPA as "Low Emitting",or 1" 37 equipment bums Ultra Low Sulfur Diesel(ULSD),diesel emulsions, or 38 alternative fuels such as CNG. 39 E. TCEQ Air Permit 40 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 41 F. Use of Explosives,Drop Weight, Etc. 42 L When Contract Documents permit on the project the following will apply: 43 a. Public Notification 44 1) Submit notice to City and proof of adequate insurance coverage,24 hours 45 prior to commencing. 46 2) Minimum 24 hour public notification in accordance with Section 01 31 13 V "M C11-YOF FOR WORTH Harmon Field(''ark STANDARD CON S I R(JCTION S P1 C1 FICATION DOCU M EN-1 S 01y No,0 116 7 Rev�sed December 20,2012 01 35 &34 SPECAA1 PROJECT PROCEDURIE'S Page 4 of 8 I G. Water Departirrent Coordination 2 1. During the construction of this project, it will be necessary to deactivate, fora 3 period of time,existing lines. The Contractor shall be required to coordinate with 4 the Water Department to detel-urine the best times for deactivating and activating 5 those lines" rwy 6 2. Coordinate any event that will require connecting to or the operation of an existing 7 City,water line system with the City's representative. 8 a. Coordination shall be in accordance with Section 33 12 25. 9 b. If needed, obtain a hydrant water meter frorn the Water Department for use 10 during the life of named project. I I c. In the event that a water valve on an existing live system be turned off and on 12 to acconimodate the construction of the project is required,coordinate this 13 activity through the appropriate City representative. 14 1) Do not operate water line valves of existing water system. 15 a) Failure to comply will render the Contractor in violation of rexas Penal 16 Code Title 7,Chapter 28.03 (Criminal Mischief)and the Contractor 17 will be prosecuted to the full extent of the law. 18 b) In addition,the Contractor will assume all liabillities and 19 responsibilities as a result of these actions. 20 H. Public Notification Prior to Beginning Construction 21 1. Prior to beginning construction on any block in the project, on a block by block Mill, 22 basis,prepare and deliver a notice or flyer of the pending construction to the front 23 door of each residence or busuress that will be impacted by construction.The notice 24 shall be prepared as follows: 17 25 a. Post notice or flyer 7 days prior to beginning any construction activity on each 26 block in the project area. 27 1) Prepare flyer on the Contractor's letterhead and include the following 28 informatiow 29 a) Name of Prqject 30 b) City Project No(('Ply) 31 c) Scope of Project(i.e.type of construction activity) 32 d) Actual construction duration within the block 33 e) Name of the contractor's tbrentan and phone number 34 f) Name of the City's ins[wctor and phone nuirnber 35 g) City"s after-hours phone number 36 2) A sainple of the 'pre-constrjrjCtion notification' flyer is attached as Exhibit 37 A. 38 3) Submit schedule showing the construction start and finish time for each 39 block of the project to the inspector. 40 4) Deliver flyer to the City Inspector for review prior to distribution. 41 b. No construction will be allowed to begin on any block until the flyer is 42 delivered to all residents of the block. 43 1. Public Notification ot"Fernporary Water Service Interruption during Construction 44 L In the event it becomes necessary to temporarily shut down water service to 45 residents or businesses during construction,prepare and deliver a notice or flyer of 46 the pending interruption to the front door of each affected resident. 47 2. Prepared notice as follows: CITY OF FORT WOUIH Harmon J�ield Par* STAND ARDCONSTRUCTION SPECIFICATION DOO MIN City No,01167 Revised December 20,2W2 1 01 35 B..S SPEC'IAI...PROJECT PROCEDURES I, Page 5 of 8 I a. The notification or flyer shall be pasted 24 hours prier to the temporary 10M, 2 interruption.. 3 b. Prepare flyer on the contractor's letterhead and include the following 4 information- 5 I) Name of the pro*Ject 1= 6 2) City Project Number 7 3) Date of the interruption of service 8 4) Period the interruption will take place fa 9 5) Name of the contractor's foreman and phone number 10 ) Name of the City's inspector and phone number I I c. A sample of the temporary water service interruption notification is attached as gm 12 Exhibit B. 13 d. Deliver a copy of the temporary interruption notification to the City inspector 14 for review prior to being distributed. 15 e. No interruption of water service can occur until the flyer has been delivered to 16 all affected residents and businesses. 17 f. Electronic versions of the sample flyers can be obtained from the Project 18 Construction Inspector. 19 J. Coordination with United States Army Corps of Engineers(USACE) 20 1. At locations in the Project where construction activities occur in areas where 21 USACE permits are required, meet all requirements set forth in each designated f 22 permit. 23 K. Coordination within Railroad Permit Areas 24 1. At locations in the project where construction activities occur in areas where 25 railroad permits are required, meet all requirements set forth in each designated 26 railroad permit. This includes, but is not limited to, provisions fore (»PI 27 a. Flagmen 28 b. Inspectors 29 c. Safety training 30 d. Additional insurance 31 e. Insurance certificates 32 f Other employees required to protect the right-of-way and property of the 33 Railroad Company from damage arising out of and/or from the construction of �Ital 34 the project. Proper utility clearance procedures shall be used in accordance r 35 with the permit guidelines. 36 2. Obtain any supplemental information needed to comply with the railroad's 17 37 requirements. 38 3. Railroad Flagmen 39 a. Submit receipts to City for verification of working days that railroad flagmen t� 40 were present on Site. 41 L. Dust Control 42 1. Use acceptable measures to control dust at the Site. 43 a.. If water is used to control dust,capture and properly dispose of waste water. 44 b. If wet saw cutting is performed, capture and properly dispose of slurry. 45 M. Employee Parking 46 1. Provide parking for employees at locations approved by the City. MY OF I"ORT WO T H H arynon Held Pay* S IA NID ARDC"Of'd;nlfft"UC"IIONwPF C1FIC"A,TION [7!>f.UIIVdEll f'S City No.0116'7 Rinsed December 20,20112 W 35 136 SPECIAL PROJECT PRO(.11)URES Page 6 of 8 9 1.5 SUBMITTALS INOT USED] 2 1.6 ACTION SU BM ITTALSAN FORMATIONAL SUBMITTALS INOT" USED] 3 1.7 CLOSEOUT SUBMITTALS IN01" USEDI 4 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 5 1.9 QUALITY ASSURANCE INOT USED] 6 1.10 DELIVERY,STORAGE,AND IIANDLING INOT USEDI 7 1.11 FIELD [SITE] CONDITIONS INOT [..USED] 8 1.12 WARRANTY jNoT USED] 9 PART 2- PRODUCTS INOT USED] 10 PART 3- EXECUTION INOT USED] END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.1:1--Added requirement of compliance with Health and Safety Code,Title 9, 8/31/2012 D.Johnson Safety,Subtitle A.Public Safely,Chapter 752.High Voltage Overhead Line& 1.4.E- Added Contractor responsibility for obtaining a TCEQ Air Pe it 13 aye OT CITY OF FORTWORTH Harmon Field ParA STANDARD CONSI RUCHON S11:1ECIFICATION DOCUMENTS Cm,No,01167 Revised December 20,2012 J! m) l 01 35 13...7 SPECIAL PROJECT PROCEDURES Page 7ash8 I EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 p4�y 4 O 5 6 ate: 7 No.: 9 Project Name: 10 Mapsco Location: t 1 Limits of Construction: 12 1.3 RM P 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT f 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 2 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 2.3 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 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 37 1 Park S NDA�(1�C�D�JS I RI�`11 ON SC'EC IFIC.°FRTION CDOC`1 MI N I S Harmon No. 1167 RevBed December 20,2012 �11Yi), i M 35 13-8 SPEOA1.,1"ROJEC'.1 PR(,)(']-"DIJRES Page 8 of 8 EXHIBITB 2 FORT WORTH DOE MO.XXXX Project Maw NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE,NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR 3 4 0TY Of-'T-'ORT WORT11 Harmon Field Park S I'ANDAR D('ONS JAI➢("NON SPE0FK'ATION IX)O IM EN TS Cilyhlrh 01167 Roised December 20,2012 01 4523 - I 1 ESTNG AM)INSPECTION SERVICES Page I W'2 SECTION 01 45 23 2 TESTING AND INSPECTION SERVICES 3 PART I GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None.. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0 -Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I 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 L 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 WORITI Harmon Field Park STANDARD('7 ONSTRUCTION SPECIFICATION DO('UM1-,N I S Ci�yNo 01167 Revised Afly 201 W 4523-2 TESTING AND INSPECTION SERVICES Page 2 of'2 a 1 2) Upload test reports to designated pro.ject directory and notify approj-.iriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) I copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute I hard copy to the C ontractor 8 2) Tests perfionned by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Pro.ject Representative with trip tickets for each delivered load of I I Concrete or Lime material including the fiollowing inforination: 12 a. Name of pit INV, 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 7 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 INOT USEDI 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS INOT USEDI 20 1.7 CLOSEOUT SUBMITTALS INOT USED[ 21 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 22 1.9 QUALITY ASSURANCE INOT USEDI 7�11 23 1.10 DELIVERY,STORAGE,AND HANDLING INOT USED] 24 1.11 FIELD ISITEI CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USEDI 26 PART 2- PRODUCTS INOT USED] 27 PART 3- EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log .......... DATE NAME SUMMARY OF CHANGE ................................... ......... 30 CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION D00 IMEINTS (7dy Na 01167 Rev&&Wy 1,20 I Amy IP 01 5000-1 I EMPORARY FAMITIES AND coiq'rROLS Page� of4 SECTION 01 50 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: t 6 1. Provide temporary facilities and controls needed for the Work including, but not yy 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 Jar 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 Bidding Requirements,Contract Forms and Conditions of the Contract 17 2. Division I - General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT US D) !9111 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. IMP, 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 I week before water for construction is desired CITY OF FORT WORTH Harmon f ield Park STANDARD CONS I RUCI]ON SPEC11 K/Xl'l()N DOCUMEN I'S Coy N&01167 Revised Du Iy 1,2011 01 5000-2 HAIVORARY [ACH MESANDCONFROLS Page 2 of4 I d. Contractor Payment for onstruction Water 2 1) Obtain construction water meter from City for paynient as billed by ("ity's sub 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as reqi,iired for Work, includirig 6 testing'of Work. 7 1) Provide power for fighting,operation of equipinent,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 tempoij-'ary 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. 119 2. Enforce use of sanitary faci I ities 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 Mlfpt 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and rnaintained throughout Project., 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildlings 29 1. Provide adequately ventilated, watellright, weatherprool'storage facilifies 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 mannen, 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 consiruction when required in contract 44 documents 45 E� Dust Control CITY OF FORT WOO TI I Harmon Field Park STANDARD CONSTW IIC I ION SPECIFICATION DOCUMI:°'Nl S Cio,,Nb. 01167 RevBed July 1,2W NOR 01 5000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner IF 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS INOT USEDI 9 1.6 ACTION SUBMITTALS/IN FORMATIONAL SUBMITTALS INOT USED] Y� It", 10 1.7 CLOSEOUT SUBMITTALS INOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] OP ppp 12 1.9 QUALITY ASSURANCE INOT USEDI 13 1.10 DELIVERY, STORAGE,AND HANDLING INOT USED] 14 1.11 FIELD ISITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY INOT USEDI 16 PART 2- PRODUCTS INOT USED] 17 PART 3- EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USEDI 19 3.2 EXAMINATION INOT USEDI 20 3.3 PREPARATION INOT 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] / IRESTORATION] 2 5 3.6 RE-INSTALLATION 26 3.7 FIELD JORI SITE QUALITY CONTROL INOT USEDI 27 3.8 SYSTEM STARTUP INOT USED] 28 3.9 ADJUSTING INOT USEDI 29 3.10 CLEANING INOT USEDI 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTI I 11w mon Field Park S'.FANDARD CONS I'RUCTION SVEC1HCAT16)N DOCI WN I S City No.011°7 Revised July L,20 I 0U 50 00 4 FEMPORARY FACILH IES AND CONIROLS Page 4 of 4 1 1. Remove all temp orwy fticififies and restore area after complefi(m of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3812 PROTECTION INOTUSED1 4 3013 MAINTENANCE (NOT USEDI 5 3.14 ATTACHMENTS INOT USED1 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE .............. 8 7 001 711 7 '7 ('11 Y OF FORT WORTH Harmon Field 11ar* STANDARD CONSI RUC I H)N SPECIFICATION DOCUMLINI�'S City No,01167 Rmsed July 1,2018 M 5526- a 6 R E7 USE PERMIT AND MODI FICA T IONS To-rRAF FIC CONTROL Page f og'3 F I SECTION 01 55 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Administrative procedures for: fir, 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs ror 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 I —General Requirements 15 3. Section 34 71 13-- Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. or 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. 1P 0TY OF FORT WORTFI Harmon Piefd Park SI-ANDARI)CONs'rRUCT#()N SPEC]FICATION DOCUMLN[S (7j p NOr 01167 Nev�sed My 6,201 01 5520 2 STREET USE PERM11 AND MODIFICAT IONS TOTRAFFIC CONTROL Page 2 off 1) Allow a minitnurn of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic ControI 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 I)epartmenr, 8 1) Revise Traffic Control plans in accordance with Section 34 71 11 9 2) Allow rninimurti 5 Nvorking 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 ternporary sign meeting 18 requirements of the latest edition of the Texas Manual on I.➢niform Traffic Control 19 Devices(MUTC D). 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"I'ransportation and Public Works Department, Signs 23 and Mat-kings Division,to reinstall the pennarient sign. 24 F. Traffic Control Standards 25 I. Traffic Control Standards can be found on the City's Buzrnzsaw website. 26 1.5 SUBMITTALS jNoT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT USED] 28 1.7 CLOSEOUT SUBMITTALS INOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USEDI 30 1.9 QUALITY ASSURANCE INOT USEDI 31 1.10 DELIVERY,STORAGE,AND HANDLING jNoT USEDI 32 1.11 FIELD ISITEI CONDITIONS [NOT USED] 33 1.12 WARRANTY INOT USEDI t 34 PART 2® PRODUCTS INOT USEDI 35 PART 3- EXECUTION [NOT tjSEDI 36 END OF SECTION C11 Y OF FORT WORTH Harmon Field Park S1 A NOA IRD CONSTRI W HON STIECI FICA1 ION DOCI W ENT S 0&No,01167 Revmc,d My 1,2W 1 NMI W 5526-3 Sl RFFT USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 2 pt F F, j1p WV I r P fill CITY OF FORT WORTH Harmon F'ieldl Park STANIDARD CONS I RUCIRON SPE(AHCA 1()N DOCUMEN I S CW)�Nm 01167 fr I Revrsed,)Wy 1,21011 i This page is intentionally blank.. vqg MMIJ 1 r STORM WATER➢OLLUI]ON PREVENTION Page of 3 SECTION 01 57 13 2 STORM WATER POLLUTION PREVENTION 3 PARTI - 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 Co Related Specification Sections include,but are not necessarily limited to: 77 10 1. Division 0-- Bidding Requirements,Contract Forms and Conditions of the 11 Contract 12 2. Division I General Requirements 117 13 3. Section 31 25 00 Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1, Construction Activities resulting in less than I 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 I acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent:NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality:TCEQ 27 5. Notice of Change:NOC 28 A. Reference Standards W 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 Harmon Ffeld Park s.rANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CioiNo 01167 Revised JWy 1,2M➢ 01 57 u3-2 STORM WATER V01,LUTION PIS EVEN HON Page 2 oaf'3 I B. Construction Activities resulting in: 2 1. Less than I 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 (I"PI)ES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with'I'CEQ requirements 9 o T( EQ Small Construction Site Notice Required under general permit to TXR 150000 I I a) Sign and post atjob site 12 b) Prior to Preconstruction Meeting,send I copy to City Department of 13 Transportation and Public Works, Environi-nental Division, (817)392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 7 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 ('I'PDES)General Construction 7 23 Permit is required 24 b. Complete SWPPP in accordance with'F(.'EQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 91 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 sediffient control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 T(.EQ have been met a TC17 Notice of Termi nation can be submitted. IQ 38 a) Send copy to City Department of Transportation and Public Works, 39 [Environmental Division,(817)392 6088, 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00,except as stated herein. 43 a. Prior to the Preconstruction Meeting,submit a draft copy of SWPPP teat e City 44 as follows: 45 1) 1 copy to the City Project Managier 46 a) City Project Manager will forward to the City Deparnuent of 47 Transportation and Public Works, EnviroyInIental Division for review CITY OFFORT WORTH Harmon Field Park STANDARD CO ➢STRUCHON SPECIFICATION DOCUMEN FS City No.01167 Rcv md J�dy �,20 flsr Of 52RB-3 � STORM WAI'1FR POLLUTION RY`R ION PRBE.V ECd"Fn4:DC'N 1 B. Modified SWPPP 2 L If'the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT USED] 5 1.7 CLOSEOUT SUBMITTALS INOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USEDI rr 7 1.9 QUALITY ASSURANCE IT USEDI 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USEDI 9 1.11 FIELD ISITEI CONDITIONS INOT USED] 10 1.12 WARRANTY INOT USEDI 11 PART 2® PRODUCTS INOT USED] 12 PART 3® EXECUTION INOT USEDI ate 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CH Y OF FORT WOR'll 1 Harmon Field Park r t, r STANDARD C0N�i'R0.c'rf0N SPECIFICATION EY000.JMLN"IS City No,.01167 RevmA.liuIy G,2011 IF- f This page is intentionally blank. 17 r ��y Ir W 58 113 TEMPORARY PIROJECTSIGNAGE, Page N of'3 SECTION 01 58 13 r. 2 TEMPORARY PROJECT SIGNAGE 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A.. Section Includes: 6 L 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 2. Division I --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 INOT USED] 18 1.5 SUBMITTALS INOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT USED] 20 1.7 CLOSEOUT SUBMITTALS INOT USED] 17, 21 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USE DI 22 1.9 QUALITY ASSURANCE INOT USED] 23 1.10 DELIVERY,STORAGE, AND HANDLING INOT US 24 1.11 FIELD (SITE] CONDITIONS INOT USED] 25 1.12 WARRANTY INOT USED] 26 PART 2- PRODUCTS 27 2.1 OWNER-FURNISHED JORI OWN ER-SU PPLIEDP RODUCTS [NOT USED] flop 28 2.2 EQUIPMENT, PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria rtr 30 L Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Harmon Field Park SIANDARDCONSTRIJCTION SIECIFWAMN L)OCUMENTS C'Jty No,0 116 7 Rev6ed)Wy �,2W 1 7 W 8 B.2 Page 2 of 3 1 R. Materials 2 1. Sign B grade A.-C exterior or better �,. Constructed c�I'�/�-�ru�k���r �lma�r�����dy C 4 2.3 ACCESSORIES INOT USEDI O1JY,y� 5 2.4 SOURCE QUALITY CONTROL INOT USEDI 6 PART 3- EXECUTION i 7 3.1 INSTALLERS [NOT USEDI 8 3.2 EXAMINATION [NOT USED] 1; 9 3.3 PREPARATION [NOT USEDI 10 3,4 INSTALLATION � II A. General 12 1. Provide vertical installation at extents of project, 13 2. Relocate sign as needed,upon request of the City. 14 D. Mounting options 15 a. Skids 16 la. Posts 17 e4 Barricade IS 3.5 REPAIR RESTORATION INOT USED] 19 3.6 RE.-INSTALLATION [NOT USED[ 20 3.7 FIELD JORI SITE QUALITY CONTROL INOT USEDI 21 3.8 SYSTEM STARTUP INOT USEDI M9 22 3.9 ADJUSTING INOT USEDI 23 3.10 CLEANING INOT USED] 24 3.11 CLOSEOUT ACTI:YITIES [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 INOT USEDI 30 END OF SEC:"TION 31 MR, S III A➢^9DARD c SPECIFICATION S bra.0116 7 Revnsed hA �, M 58I3-;C WNIPORARY PR0JF,C'I SIGNAGE, Page 3 of 3 Revision Log ........... ............. ........................................ DATE NAME SUMNIA RY OF Cl 1ANGE, ........... 2 1 pp 7, !P ,rlpy wyli Opp CT]Y OF FOR r WORTH Harmon P ield Park ("a),No 01167 Sl A NDAR D CONSTRI WFION SPECIFICA]HION 11 10CUW N FS Revisc!d My k,2M f This page is intentionally blank. MIT 7 y p MR, 60 00 ll PRODUCT R1.:Q1-J1R1..WEN,TS flage I o SECTION 01 60 00 2 PRODUCT REQUIREMENTS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 L References for Product Requirements and City Standard Products List IF 7 B. Deviations from this City of Fort Worth Standard Specification 8 L 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 2. Division I - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A., A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02-Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 L Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to,that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USE DI 31 1.6 ACTION SUBMITTALS/INFO IONAL SUBMITTALS [NOT USED] # 32 1.7 CLOSEOUT SUBMITTALS INOT USE DI Pp 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED[ 34 1.9 QUALITY ASSURANCE [NOT USED[ CITY OF FORT WORTH Hannon 1�7eld Park S'(A]41.)1 R )CO]qSTRI-J("fl'�)NSPE(.'IFI(.AT ON DOCUMENIS Cid,i Na 0116'7 RevBed December 20,2012 Ito)) 01 6000-2 PROMA:'T Ru,�uIREMFNTS P 2 of'2 1.10 DELIVERY,STORAGE,AND HANDLING INOT I.JSED1 2 1011 FIELD ISITEI CONDITIONS lNur USED1 3 ®1 WARRANTY INOT USED1 71,1 4 PART2- PRODUCTS INOT USED1 5 PART 3- EXEC tJTION INOT USED1 7 6 END OF SECTION 7 Revision Log ........... DATE NAME SUMMARY OF CHANGE 10112/12 D.Johnson Modified Location or City's Standard Product List .......... 8 mu 11 Y OF FORT WORTH Harmon F,jeld Park SIANDARD CONS�RUCI 101N SPE-UK"WHON DO0 WNTS Cisy No,01167 Rev�sed Decernbe�20,20�2 01 66 00-1 1'ROLN.A.71 STORAGE AND I MDUNG RJf QUIREIMENT S Page 1 prof 4 SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PARTI - 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 I I 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 I General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment prom 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS IN OT USE DI 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. ('11 Y OF FORTWORTH Harmon fiield Park N DOCUMENTS CilyNo.011,67 S I ANDARD CONSTRUCI ION SPECIFIRZATIC) Rmsed My 1,201 0� 66 00 2 PRODLY."I SIORAGE AND HANDLING Rt"QuMEMENTS Page 2 of 4 1 4. Deliver products or equipriient in manufacturer's t:)riginal unbroken carlons or other 2 containers designed and constructed to protect the contents from physic�al or 3 environmental darriage. 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. 11andling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturers recommendations and instructions. 10 C. Storage Requirements I I V, Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications, 13 Z. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incoqiorated into Work to prevent 15 damage to any part of or or existing I'acilities 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 tninimurn 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 a s s hown 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 0 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturer-,' 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 hydr-drit. ya 33 9. Keep public and private driveways and street crossings open, 34 10. Repair or replace darnaged lawns,sidewalks, streets or other improverrients to 35 satisfaction oft"ity'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. (TI Y OF FORI WORTH Hannon Feeld Park STANDARD&'4:NS RUCTION SPECIFICATION Do,('UMFINT% Cq),Na.01167 RevTsed My T„2W 1 66(H 3 PROmic,rSIORAGE AND HANDLING R6 UM W114IFS % Page 3 of 4 1 1.11 FIELD ISITEI CONDI-f.'IONSINOTIJSEDI 2 1.12 WARRANTY IN OT USI[J)l 3 PART 2 - PRODUCTS jNoT USED1 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USEDI 6 3.2 EXAMINATION [NOT USEDI 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION jNoT USED1 Or 10 3.6 RE-INSTALLATION I USE 11 3.7 FIELD JORI SITE QUALITY CONTROL, 12 A. Tests and Inspections 13 1. hispect all products or eqjuiprnei�it delivered to the site prior to Litfloading. 14 B. Non-Confimning Work 15 1. Rc Iject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project, 17 3.8 SYSTEM STARTUP [NOT IJSEDj 18 3.9 ADJUSTING [NOTUSEDJ� ig 3.10 CLEANING INOT USEDI 20 3.11 CLOSEOUT ACTIVITIES INOTUSED] 21 3.12 PROTECTION 22 A. Protect all products or eqLjiprnent in accordance with manufacturer's written directions,. 23 B. Store products or eqLdprnent in location to avoid physical damage to items while in 24 Storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manulacturen 27 3.13 MAINTENANCE INOT USEDI '77 28 3.14 ATTACHMENTS IN OT USED1 29 END OF SECTION 30 ("ITY'OF FORT WOR11 I HarmonField Park S'11 ANDAR 1)CONSI R I W"111004 SPFCIF 1CA1 qON DOO M V N 11 S 0 w,No 01167 Rev med Jully � 20 0 pry 66 00 4 PRO DUCT STORAGE AND HANDLING REQUIREMENI-S Page 4 of4 Revision Log ................ DATE NAME SUMMARY OF(,'ItkNGE ............................ aw mmaDj JI/ 711", 711 CITY OF FORT WORI-11 Jh7myon Field Park, STANDARD CONSTRUCHON SPECIFICA HON 0.OCUMEN FS CifyNo.01167 ReMsed.hAy N,201 7 "111Z, r W 000- MOBILIZATION AND RE.MOBUZA FION Page I of'4 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION rr 3 PARTI - GENERAL 4 1.1 SUMMARY rr 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel,equipment,and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment,and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from I location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel,equipment,and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 11 r/1 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. emobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: If 28 1) Demobilization 29 a) Transportation of Contractor's personnel,equipment,and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment,supplies,and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 1 34 2) Re mobilization 0 35 a) Transportation of Contractor's personnel,equipment,and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 1111, 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORI'W ORI H Plarmon 1,teld Park STANDARD 0)NSTRUCTION SVECIHCA-HONE' DOCUNIFN i S C70 No.01167 Rmsed Deceirnbe�20,2W2 0a 7000-2 MOMIAZATION AND RFMOMAZATION Page 2 of 4 I I Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for-, 3 a) Transporlation of Contractor's personnel,equiptnent,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 I I b) Site Clean-up for each issued Work Order 12 c) Reinoval 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 I - General Requirernents 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1, Mobilization and DemobiliZartion 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment qty 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensartion will be 32 allowed. 33 2. Rernobilization for suspension of Work as specifically,required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization perforiTted, 37 K. Payment 38 1) The work.performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit "111111 40 price per each"Specified Rernobilization"in accordance with Contract 41 Documents. 42 c. The price shall include- 43 1) Demobilization as described in Section 1.I.A.2.a.1) 44 2) Remobilization as described in Section I.1 A.,?'..a.2) 45 d. No payments will be made for standby, idle time,or lost prolits associated this ow 46 hem. # ("ITY OF�`()RTWORTH Harmon f-"ielel Park 01y STANDARD CONSTM�(HON SPECIFICATION DOCA HAFNI'S Cio No 01167 Revised Decenibe 20,20 12 M0B1LJZATR)N AND R1 NIOMLI/ATION Page 3 of4 1 3. Rernobi l izat ion for SLIS JXI Vii()Ifl, of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits assoc iated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents I1 b. Payment 12 1) The Work performed and materials fumished in accordance with this Item 13 and measured as provided under"'Measurement"will be paid for at the unit 14 price per each"Work Order Mobilization"' in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.I.A.3.a..1)f r 19 2) Demobilizaition as described in Section L I.A.1a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Pro ects 23 a. Measuren'ient 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) 'rhe Work perftwmed and materials furnished in accordance with this Item 28 and measured as Provided under"Measurement"will be paid for at the unit 29 price per each"Work Order Elmer envy Mobilizatiort" in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilizatioti and shall not be paid for separately. 32 c. Tl-ie price shall include 33 1) Mobilization as described in Section 1.1,A.4.a) 34 2) Demobilization as described in Section 1.LA,3.a..2) gip 35 d. No payments will be made for standby, idle th-ne,or lost ll,rofits associated 0-tis 36 Item. 37 1.3 REFERENCES [NOT USED1 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USEDJI 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS INOT USED] 41 107 CLOSEOUTSUBMITTALS INOT USED] POP I 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USEI)l 43 1.9 QUALITYASSU RANCE INOT USE DI 44 1.10 DELIVERY,STORAGE,AND HANDLING INOT USED1 (11 Y OF FOR� W01011 I 11ameopy Fiefrj 11(14 5 1 ANDARD("ONS FR UCHON S PEICIFICATION DOCk�K11 14 1 S 0�y No.0 116 7 Revised Decein6u 20,20 p2 W 7000-4 MOBILIZATION AND REMOBILIZATION Page 4 of'4 1 1.11 FIELD ISITEI CONDITIONS [NOT I]SED1 2 1.12 WARRANTY INOT 11SED1 3 PART 2- PRODUCTS INOT (JSED1 4 PART 3- EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DAI'E NAME SLJMMARY OF(MANGE 7 CITY OF FORT WORTH Harmon 1--peld Park Sl ANDARD CONS I RUCTION SPECIFICATION DOCUMENI S chl,No 01167 Rev see December 20,2012 M 71 23 CONSFRUCI 1011'q STAKINGA1,41F)SURVIN Page @ W"4 SECTION 01 7123 2 CONSTRUCTION STAKIN(3 AND SURVEY F 3 PARTI - GENERAL 4 1.1 SUMMARY t 5 A. Section Includes-. 6 L Requirernents for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Reworded 1.9.A.I to read"Construction staking will be performed by tile 9 Contractor." 10 2, Deleted 1.9,A.3,a&b in its entirely, 11 1 Reworded 1.9.13.1 to read"Construction staking will be perfonned by the 12 Contractor," 13 4. Deleted l.9.I3,2J)&d in its entirety. 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 Construction Staking OR 20 a. Measurement 1 21 1) This Item is considered subsidiary to the various Items bid. 22 b.. Payn-tent. 23 1) 'rhe work perf6rnied,and the materials furnished in accordance with this 24 Item are subsidiary to the various Items bid and no other compensation will 25 be allowed. 26 1 Construction Survey 'PO' 27 a. Measureinent 28 1) 'Phis Item is considered subs idia ry to the various Items bid. 29 b. Payment 30 1), The work performed and the materials furnished in accordance with this 31 Item are subsidiar ,to the various Items bid and no other compensation will y 32 be allowed. .3.3 1.3 REFERENCES IN OT USED 34 1® ADMINISTRATIVE REQUIREMENT'S INGOT USED1 35 1.5 SUBMITTALS 36 A. Submittals, if'required,shall be in accordanc.e with Section 01 33 00. 37 13. All submittals shall be approved by the City prior to delivery. (A]Y 01:FORT W ORTI I 11canion Field Prip'A 17 S l A N DAR ID COP61"R UC I ION S PE CI HCATION DOCU N1 V.N IS 0,11,i)No 01167 Rev md IDecernbm 20,209 2 IJ 01 7 23-2 CONSTRUCTION STAKIN(i AND SURVEY Page 2 of 4 1 1.6 ACTION SUBMITTALS/II IS FORMATIONAL SUBMITTALS 2 A. Certificates 3 1. Provide certificate certifying that elevations and locations of improvements are in 4 conformance or non-con tbritia vice with requirements of the Contract Documents. 5 a. Cet-fificate must be sealed by a registered prof6sional land surveyor in the 6 State of Texas. 7 B. Field Quality Control Submittals 8 1. Documentation verifying accuracy of field engineering work. 9 1.7 CLOSEOUT SUBMITTALS (NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 1 49! 12 A. Construction Staking 13 L Construction staking will be performed by the Contractor. 14 2. Coordination 15 a. It is the Contractor's responsibility to coordinate staking such that construction 16 activities are not delayed or negatively impacted. 17 B. Construction Survey 18 1. (7onstruction Survey will be perforined by the Contractor. 19 Z, Coordination 20 a. Contractor to verify that control data established in the design survey remains 21 intact. 22 b. It is the Contractor's responsibility to c(x)rdinate Construction Survey such that 23 construction activities are not delayed or negatively ivinpacted. 24 3. General 25 a. Construction survey will be perl'brined in order to maintain complete and 26 accurate logs of control and survey work as it progresses for Project Records. 27 b. The(7ontractor will need to ensure coordination is maintained with the City to 28 perforin construction survey to obtain construction features, including but not 29 limited to the following: 30 1) All Utility Lines 31 a) Rim and flowline elevations and coordinates for each manhole or 32 junction structure 33 2) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Every 250 linear feet 37 (2) Horizontal and vertical points of inflection,curvature,etc. (All vUVyy 38 Fittings) 39 (3) Cathodic protection test stations 40 (4) Sampling stations 41 (5) Meter boxes/vaults(All sizes) 42 (6) Fire lines 43 (7) Fire hydrants 44 (8) Gate valves CITY OF FORTWORTH Harynon P'Yeld Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CqNo 01167 ReOsed Decernber 20,2012 W 7 33-3 CONSTRUCTION STAMM]AND SURVEY Page 3 of'4 (9) Plugs, stubouts, dead-end lines 2 (10) Air Release valves(Manhole rim and vent pipe) 3 (1 1) Blow off valves(Manhole rim and valve lid) 4 (12) Pressure plane valves 5 (13) Cleaning wyes fit_ 6 (14) Casing pipe(each end) 7 b) Storm Sewer 8 (1) Top of pipe elevations and coordinates at the following locations: 9 (a) Every 250 linear feet 10 (b) Horizontal and vertical points of inflection, curvature,etc. I I c) Sanitary Sewer 12 (1) To of pipe elevations and coordinates for sanitary sewer lines at 13 the following locations: 14 (a) Every 250 linear feet 15 (b) Horizontal and vertical points of inflection, curvature, etc. 16 (c) Cleanouts 17 c. Construction survey will be performed in order to maintain complete and 18 accurate logs of control and survey work associated with meeting or exceeding 19 the line and grade required by these Specifications. 20 d. The Contractor will need to ensure coordination is maintained with the City to 21 perform construction survey and to verify control data, including but not 22 limited to the following: 23 1) Established benchmarks and control points provided for the Contractor's 24 use are accurate 25 2) Benchmarks were used to furnish and maintain all reference lines and 26 grades for tunneling 27 3) Lines and grades were used to establish the location of the pipe 28 4) Submit to the City copies of field notes used to establish all lines and 29 grades and allow the City to check guidance system setup prior to 30 beginning each tunneling drive. 31 5) Provide access for the City to verify the guidance system and the line and .32 grade of the carrier pipe on a daily basis. 33 6) The Contractor remains fully responsible for the accuracy of the work and 34 the correction of it,as required. 35 7) Monitor line and grade continuously during construction. 36 8) Record deviation with respect to design line and grade once at each pipe 37 joint and submit daily records to City. 38 9) If the installation does not meet the specified tolerances, immediately notify 39 the City and correct the installation in accordance with the Contract 40 Documents. 41 1.10 DELIVERY, STORAGE,AND HANDLING INOT USE DI 42 1.11 FIELD ISITEI CONDITIONS INOT USED 43 1.12 WARRANTY [NOT USED] 44 PART 2- PRODUCTS INOT USEDI 45 PART 3- EXECUTION C1 TY OF FORT WORTH Harmon Field ParA S I A N DA RD C0 iN S I RUCTIO N S 1 111.10 FICATION DOC ➢M 1,N IS 0�vft 01167 Rmsed Decembei 20,2M2 W 7N 23 4 CONSTRI.A.'TION STAKING AND SURVEY Page 4 of'4 1 3.1 INSTALLERS INOT USEDI 2 3.2 EXAMINATION INOT USEDI 7�1 3 3.3 PREPARATION INOT USED[ 4 3.4 APPLICATION 5 3.5 REPAIR/RESTORATION INOT USEDI 6 3.6 RE-INSTALLATION INOT USEDI 7 7 3.7 FIELD 10RI SITE QUALITY CONTROL 8 A. It is the ontractor's responsibility to maintain all stakes and control data placed by the 9 City in accordance with this Specification. 10 B. Do not change or relocate stakes or control data without approval from the City. 11 3.8 SYSTEM STARTUP [NOT USED] 7 12 3.9 ADJUSTING INOT USEDI 13 3.10 CLEANING INOT USED[ 14 3.11 CLOSEOUT ACTIVITIES INOT USED[ 15 3.12 PROTECTION INOT USEDI 16 3.13 MAINTENANCE INOT USED[ 17 3.14 ATTACHMENTS [NOT USED] 18 END OF SECTION 19 Revision Log ...... ......................... ola DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson ANN .......... ............................ ........ ............... J 20 CITY OF FORT WORTI I Harmon 1�'ield Pari STANDARD CONSTRUCT1011'4 SPEICIFICA'1110N DOCUMENTS City No.01167 Revised December 20,2W2 W 74 3® I CLEAMNG Pa e (A'3 9 SECTION 01 74 23 2 CLEANING 3 PART I GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for or 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 I — 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. FF 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 USE D] 26 1.6 ACTION SU BM ITTALS/I N FORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS INOT USE DI 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. "p CITY OF FORT WORTI I I la rmon FmId Park S FANPAKD CONSTRUCTION SPECUICA HON IDOCUJMENT S City No,01 W RmsedJuly 1,20 I 01 7423 2 Syr CLEANING Page 2 of'3 711, 1.11 FIELD ISITEI CONDITIONS INOT USED1 2 1.12 WARRANTY INOTUSED] 3 PART 2- PRODUCTS 4 2.1 OWNER-FURNISHED 10111 OWN ER-SU PPLIEDPRODUCTS [NOT USEDJl 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 recornmended by manufacturer 11 2.3 ACCESSORIES INOT USED1 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 4 13 PART 3- EXECUTION 14 3®1 CLEANING 15 A. General 16 1. Prevent accumulation of wastes that create hazardous conditions. 17 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 18 goveming authorities. 19 1 Do not dispose of volatile wastes such as nimeral, spirits,oil or paint thinner in 20 storm or sanitary drains or sewers. 21 4. Dispose of degradable debris at an approved solid waste disposal site. 22 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 23 altemate mariner approved by City and regulau)ry agencies. 24 6. Handle materials in a controlled manner with as few handlings as possible. 25 7. Thoroughly clean,sweep,wash and polish all Work and equipment associated with 26 this pro.ject. 27 8. Remove all signs of temporary construction and activities incidental to construction 28 of required permanent Work. 29 9. If protect: is not clearried to the satisfaction of the City,the City reserves the right to 30 have the cleaning completed at the expense of the Contractor, 31 10. Do not bum on•sine. 7 32 B. Intermediate(.1eaning during Co nsiruoion 33 1. Keep Work areas clean so as not to hinder health,safety or convenience of 34 personnel in existing facility operations. 35 2. At inaximurn Weekly intervals,dispose of waste materials,debris and rubbish. 36 3. Confine construction debris daily in strategically located container(s): CFFY OF FORT WORT H i farinnon IF wW Park STANDARD COINS rRUCI 10N SPEC11FICAT10NI 1)(WINEIN FS City No,0 67 Revsed My 1,201 W 74 23 3 C EAPUNG t ["age 3 of'3 I a. Cover to prevent blowing by wind OR 2 b. Store debris away from cons I ruction or(�)perational activities 3 c. Haul from site at a rnininium of'once per week 4 4 Vacuum clean interior areas when ready to receive finish painting. 5 a. Cow i n tic vacuum cleanj rig on an as-i weded basis, untie Final Acceptance. 6 5 Prior to storm events,thoroughly clean site of all loose or unsecured items, which 7 may become airborne or transported by flowing water during the storm. 8 C. Interior Final Cleaning 9 L Remove grease, mastic,adhesives,dust,dirt, stains, fingerprints,labels and other 10 firrcign niaterijrIS from sight-exposeld SLIT-1-aces. 11 2. Wipe all fighting fixture reflectors, lenses, lamps and trims clean. 12 3. Wash and shine glazing and mirrors. 13 4. Polish glossy surfaces to a clear shine. 14 5. Ventilating systerns 15 a. Clean permanent filters and replace disposable filters if units were operated 16 during construction. 17 b. Clean ducts, blowers and coils ifunits were operated without filters during IR 18 constniction. 19 & Replace all burned out lamps, 20 7. Broom clean process area floors. 21 & Mop office and control room floors. 22 D. Exterior(Site or Right of Way) Final Cleaning 23 1, Remove trash and debris containers from site. 24, a. Re-seed areas disturbed by location of trash and debris containers in accordance 25 with Section 32 92 13. 26 2. Sweep roadway to remove all rocks,pieces of asphalt, concrete or any other obJeci 27 that may hinder or disrupt the flow of traffic along the roadway. 28 1 Clean any interior areas including,but not limited to, vaults, manholes,structures, 29 junction boxes and inlets. 30 4. If no longer required for mainteriance of erosion facilities, and upon approval by bit 31 City, remove erosion control from site. 32 5 Clean signs, lights, signals, etc.- 33 END OF SECTION 34. Or 35 ClTY OF FORT WORTH Harmon Field Park S FANDARD CONS MLICHON SPECIFICA ION D00 INIFN-1 S Cay No 01167 Revmd July 1,2011 \ � This page is intention ally blank. \ � � W 77 89- 1 CLOSEOU'r REQUIREMENTS Page 11 of 3 SECTION 01 77 19 2 CLOSEOUT REQUIREMENTS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract PIP 7 B. Deviations from this City of Fort Worth Standard Specification 11, 8 1. None. fop], 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0 Bidding Requirements,Contract Forms and Conditions of the Contract 11 2, Division I General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 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 L 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 WORTI I llarmonField Park S1 ANDAR D COMS I RUCT110 N S PFICIFIC ATION DOCUM ENTS 01yAo 01167 Revmedhdy �,2M 1 017719-F CLOSM ITRE01 1IREMI-14TS 17 Page 2 of 3 1 1® INFORMATIONAL SUBMITTALS JNOTU,SEDJ 2 1.7 CLOSEOUT SUBMITTALS INOT USEDI 3 PART 2- PRODUCTS INOTUSED1 4 PART 3 - EXECUTION 5 3.1 INSTALLERS JNoT USED1 6 3.2 EXAMINATION JNar usED1 7 3.3 PREPARATION INOT 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 1" 11 2. Operation and Maintenance Data, if required,in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 13 01 7423. 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon coinplelion,of this inspection,the City will notify the Contractor, in 19 writing within 10 business days,of any particulars in which this inspection 20 reveals that the Work is detective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City,that the required Work has been completed. Upon receipt 11100 26 of this notice,the City, in the presence of the Contractor,will make a subsequent 4 27 Final Inspection of the project, 28 4. Provide all special accessories required to place each item of equipment in full 29 operation, These special accessory, items include,but are not limited to: 30 as Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chernical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start:-up and operation of all 38 equipment 001 39 D. Notice off"ro J ect Cornpletk)n CITY OF FORT WORTH Hanwon Field 11w-k STA NDAR D CONSTR UCTI ON S PFC1 F CA11 ON IKKI M E N1 S CuyNo 01167 Revised Puly 1,2011 Oil 77�9-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion(Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) 11 f. Contractor's Evaluation of City li 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions,City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/RESTORATION INOT USED] B 3.6 RE-INSTALLATION INOT USEDI 19 3.7 FIELD 10RI SITE QUALITY CONTROL [NOT USEDI 20 3.8 SYSTEM STARTUP INOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING INOT USEDI 23 3.11 CLOSEOUT ACTIVITIES INOT USED] 24 3.12 PROTECTION INOT USEDI 25 3.13 MAINTENANCE INOT USED] 26 3.14 ATTACHMENTS [NOT USEDI 0( 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE ........................ 29 CFFYOF FOR WORTH Harmon field Park, STANDARD CONS I'RUCT11ON SPECHICA I 10lq DOCUMENTS 0ey Na 01167 Revised.July 1,2011 This page is intentionalily blank. ,c OK f 9f msm: ty��y 01 78 23- OPERATION AND MAINTENANCE DA FA Page I of 5 SECTION 01 78 23 2 OPERATION AND MAINTENANCE DATA 3 PARTI - 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. 0)"T 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 prqject site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS fop 30 A. Submittal Form 1 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 1/2 inches x I I 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 cy ry OF FORT WORTI I Harmon field Park S J'ANDARD CONS HZIATMN SPECIFICA,nON DOCUMEN I S Ctry No.0/167 Revised December 20,2012 A J)�,, W "7823..2 OPERATION AND MAINITNANCE DATA Page 2 of'5 I d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product,or each piece of operating 5 equipment. 6 1) Provide typed description,of product,and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1 Identify each volume with typed or printed title "OPERATING AND I I MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 1 Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used,correlate the data into related consistent l 19 groupings. "Al 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume,arranged in systematic order 23 a. Contractor,name of responsible principal,address and telephone number 24 b. A list of each product required to be included,indexed to content of the volume 25 c. List, with each product: 26 1) The name,address and telephone number of the subcontractor or installer 4 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area ofresponsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) (-I]early identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systerns 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Protect Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text,as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Harmon Field Pay* STANDARD CONSTRUCTION SIPECIFWATION DOCUMENT'S Cior No,01167 Rev&d December 20,2012 W 7823-3 OPERA HON AND MAIN FENANCE DA IA Page 3 of5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for Cit y personnel giving- 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds Iow-, 5 C. Manual for Materials and Finishes 6 L Submit 5 copies of complete manual in final form. 7 2.. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data,giving full information on products 9 1) Catalog number, size,composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content,for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection,maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content,for each unit of equipment and system,as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves,engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures r0l 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to"trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment,adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams C1 FY OF FORTWOR'm Harmon Field Park S TANDARD CONS I RUCK NUq SPIE0F WXHON D()(...'UM1 N-IIS C.,fry No 01167 Rmsed December 20,201 01782x•,4 OPERATION AND MAINT114ANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve 2 w List of original manufacturer's spare parts, manufacturer's current prices,and 3 recommended quarnities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 1 Content,for each electric and electronic system,as appropriate: 6 a. Description of system and coinponent 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 4 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to"trouble shooting" 22 3) Disassembly, relmir 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 INOT USED] 711, 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 drafisman competent to prepare required drawings 41 CITYOF FORT WORTH Hannon Field Park STANDARD CONSTRI UION SPECIFICATION DOU tlWNTS 01y No.01d67 t Rev sed Dexxvnbei 20,2012 "M 01 78 23-5 Fri OPERATION AND MAIN TENANCE DA FA Page 5 of 5 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT US 7 r 2 1.11 FIELD [SITE[ CONDITIONS [NOT USE DI 3 1.12 WARRANTY [NOT USEDI FM 4 PART 2 - PRODUCTS I NOT USED] 5 PART 3- EXECUTION IN OT USE DI 6 END OF SECTION 7 Revision Log ............... DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1 title of section removed ............. .................................... 8 !Fp PIP Harmon Field Park CITY OF FORT WOR'ri i S T'ANDARD CO N S I'RUC 11019 STIECI F ICA rION DOCLJ MEN I S ("ky No.01167 Revised E)ecember 20,20,N 2 �j This page is intentionally blank... oil1 j, w is g i 1 i r? ii i M 78 39-1 PIP, PROJECT RECORD DOCA.IMENTS Page�eF4 SECTION O1 78 39 2 PROJECT RECORD DOCUMENTS r3 PARTI - GENERAL 4 1.1 SUMMARY I y 5 A. Section Includes: 6 10 or 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 vu 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 [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. ClITY OF FORT WORTH Harmon 1"Peld Park S"IA N PARD CONS I'M A'I ION SPIE1011CATION DOCUMEN I S Chly No.01167 Rmsedhfly q,2011 01 78 39..2 PR.OJI-.'.0 TRE.CORD DOCUMEN TS Page 2 of4 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 inforination reglrrding all aspects of the Work, both concealed and 4 visible,to enable future niodification 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 ISITE1 CONDITIONS [NOT USED] 16 1.12 WARRANTY INOT USED] M 17 PART 2- PRODUCTS 18 2.1 OWNER-FURNISHED 10RI OWNER-SUPPLIED PRODUCTS INOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly f6flowing receipt of the Notice to Proceed,secure from the City,at no 22 charge to the Contractor, I complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion ofthe Work and prior to Final Inspection, provide 25 the City I complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES INOT USED] 27 2.4 SOURCE QUALITY CONTROL lNoT USED] 28 PART 3'W EXECUTION Fy 29 3.1 INSTALLERS INOT USED1 30 3.2 EXAMINATION INOT 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 joie set,identify each of the Documents with the 35 title, "RECORD DOCUMEN'I'S-JOB SE"I'll. CITY OFFORT WOR'ni flarmon Field Park STA N DA R D COIN��STR k JCTION SPECIF�CA V ION D00)NIF 1!'ql S (76ty 0.01167 Rmsed)Wy 1,2M I 01 7839-3 PROJECT RECORD DOCUMEN rS Page 3 of'4 1 2. Preservation 2 a. Considering the Contract completion time,the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 1 Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. Gl 15 b. Use an erasable colored pencil (not ink or indelible pencil),clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. to" 18 d. Call attention to the entry by a"cloud"drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits,piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor,subject to the 26 City's approval. 27 2) However,design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are F 29 shown only schematically on the Drawings, 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch,the centerline of each run of items. 32 1 Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note,the vertical location of the Item("under stab", "in 35 ceiling plenum", "exposed",and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City.. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction,and the actual location of items. CITY OF FORTWORTti Harmon Fseld Park, STANDARD CONSTRuc,noiiq SPECIFICATION I::Y)CLiMENTS City No,01167 Rmsed My 1:,2011 7 0� 78 39 4 PROJECTRECORD DOCUMENTS Page 4 ofA I c. Call attention to each aunts-y t.py drawing a"cloud" around the area or areas 2 affected. 3 d. Make changes neatly,consistently and with the proper media to assure 4 longevity,and clear reproduction. 5 2. Transfer of data to other Documents 01% 6 a. If the Documents,other than Drawings,have been kept clean during progress of 7 the Work,and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents,other than Drawings,will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City,secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling,and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USEDI 16 3.7 FIELD IoRj SITE OUALITY CONTROL [NOT USED) 17 3.8 SYSTEM STARTUP INOT USED] 18 3.9 ADJUSTING INOTUSED1 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES INOT USED] 21 3.12 PROTECTION [NOT USEDI 22 3.13 MAINTENANCE [NOT USED1 23 3.14 ATTACHMENTS [NOT USEDI 24 END OF SECTION "Illy" 25 Revision Log DATE NA ML SUMMARY OF CHANGE 26 W! CITY OF FORTWORTH Harmon Field Park STA N DARD CONSTRt UPON S PE0 F)CATION DOC M I NI'S City No,CBI/fug' RcMsed July A,201 02 SI 00- LAN DSCAPEi IRRIGATION SYSTEM Page I of 12 SECTION 02 8100 2 LANDSCAPE IRRIGATION SYSTEM 3 PARTI - GENERAL 4 Drawings, Standard General Conditions of Contract, Special Conditions and Division-1 5 specification sections, apply to work of this section. 6 1.1 DESCRIPTION P, 7 A. Landscape irrigation system components and installation procedures. Ilk" 8 1.2 LICENSED IRRIGATOR 9 A. Installation of the irrigation system shall be under the supervision of a licensed irrigator 10 in the State of Texas. 11 1.3 STANDARDS 12 A. AST M D 1785 (ANSI B72.7): Standard Specification for Poly (Vinyl Chloride)(PVC) fP 13 Plastic Pipe, Schedules 40, 80, and 120. F 14 B. AST M D2241 (ANSI B72.2): Standard Specification for Poly(Vinyl Chloride)(PVC) F 15 Plastic Pipe(SDR-PR). 16 C. AST M D2466: Standard Specification for Poly(Vinyl Chloride(PVC)Plastic Pipe 17 Fittings, Schedule 40. 18 D. AST M D2564(ANSI B72.16): Standard Specification for Solvent Cements for Poly 19 (Vinyl Chloride)(PVC)Pipe and Fittings. 20 E. AST M D2855 (ANSI K65.55): Standard Recommended Practice for Making Solvent- 21 Cemented Joints with Poly(Vinyl Chloride)(PVC)Pipe and Fittings. 22 1.4 EQUAL MATERIALS 23 A. It is not the intent oft ese specifications to limit materials to the product of any 24 particular manufacturer. Where definite materials,equipment and/or fixtures have been 25 specified, it has been done to set a definite standard and a reference for comparison as to OPP 26 quality,application,physical conformity,and other characteristics. It is not the intention i 27 of the Owner or the Consultant to discriminate against or prevent any dealer,jobber or 28 manufacturer from furnishing materials,equipment,and/or fixtures,which meet or 29 exceed the characteristics of the specified items. Substitution of materials shall not be 30 made without prior written approval from the Owner and the Consultant. Refer to 31 SECTION 01630-Product Options,Equal Material and Substitutions. 32 B. Design criteria and water pressure must be carefully considered when selecting 33 equipment. Only equipment that performs as specified will be considered. 34 1.5 LOCATION OF AND DAMAGE TO EXISTING UTILITIES 35 A. The Contractor is responsible for locating underground obstacles. Exercise caution to 36 prevent damage to existing facilities during the progress of the work,taking care to locate 37 same,where possible, in advance of the actual work. The Owner's representative will 38 render all assistance possible to the Contractor in determining the location of existing 39 utilities by making available such maps,records and other information as may be Harmon -ield Park 1, City No.01 167 0281 00 .2 LANDSCAPE IRRIGA,noN sys,rEM f 4 Page 2 of➢2 I accessible to him,when requested to do so,but the accuracy of such infonnation will not 2 be guaranteed. The Contractor shall be responsible for repairs resulting from damage to 3 existing utilities resulting from his operations. Should the Contractor, in the layout of 4 work,encounter any pipe,underground utility,or structure,the location of which has not 5 been furnished to him by the Owner,he shall bring such conditions to the attention of the 6 Owner's representative for his determination of the method to be used to remove or 7 bypass such obstructions. 8 1.6 WATER SUPPLY ropy 9 A. Make connections to the existing water line at the location shown on the plans. 10 1.7 WORKMANSHIP I I A. Install equipment in accordance with the recorrimendations of the manufacturer and the 12 best standard practice for this type of work. Care must be taken to keep the inside of the 13 pipes clean and free of dirt,rock,cutting,etc. Flush all systems clean prior to installing 14 sprinkler heads. 15 1.8 CODES AND PERMITS 16 A. Install all work according to applicable codes and ordinances of the City and the 7 17 National Electrical Code. Obtain and pay for all required permits. 18 1.9 WEATHER PROTECTION 19 A. Protect and maintain all work,materials and fixtures from weather damage. All new 20 work likely to be damaged shall be covered or otherwise protected., 21 1.10 SITE CONDITIONS 22 A. Before ordering materials or beginning work,verify dimensions of existing and new 23 work. Any differences found shall be submitted to the Owner's representative for 24 consideration before proceeding with work. No extra compensation will be allowed 25 because of differences between actual dimensions and measurements indicated on the 26 plans. Plans are diagrammatic and approximate. 27 1.11 PROTECTION AND SAFETY 28 A. Send proper notices,make all necessary arrangements and perform other services 29 required for the care,protection and maintenance of public utilities,and services, 30 including fire plugs,telephone and telegraph poles and wires,and all other items of this 31 nature on or about the site,assurning all responsibility and paying all costs for which the 32 Owner may be liable. 33 B. Construct and maintain necessary temporary drainage and provide pumping,as 34 required,to keep excavations free of water, 35 C. Provide all shoring,bracing and sheeting as required by OSHA Regulations and for the 36 proper execution of the work.All shoring, bracing and sheeting shall be removed from 37 the site when the work is completed. 38 D. Fires are not permitted. 39 E. All work shall be performed in accordance with the national "Occupational Safety and 40 Health Standards" (OSHA). Harmon Field Park City No.0116 7 02 8100-3 LANDSCAPE.IRRIGATION SYSTFM Page 3 of U 1 1.12 SUBMITTALS 2 A. Using hard cover 3 ring notebooks, provide not less than three(3)copies of complete 3 brochures describing equipment and materials, including names of manufacturer's catalog 4 numbers,trade names, instructions for setting,connecting and operation,technical data 5 and any special information requested. Unless resubmission is required,two will be 6 retained and one returned after being reviewed. If resubmission is required,one 7 corrected copy and one original copy will be returned after being reviewed. If M 8 resubmission is required,one corrected copy and one original copy will be returned and 9 one will be retained. One approved copy shall be in the file of the Contractor's 10 representative at the project site,. 11 1.13 RECORD PRINTS 12 A. Provide and keep a complete up-to-date a Record Set of blue-line prints which shall be 13 corrected daily and show every change from the original plans and specifications and the 14 exact locations, sizes and kinds of equipment. Prints for this purpose may be obtained 15 from the Owner's representative at cost. This set of drawings shall be kept on the site and 16 shall be used only as a record set. 17 B. These drawings shall also serve as work progress sheets and shall be the basis for 18 measurement and payment for work completed. Make neat and legible annotations 19 thereon daily as the work proceeds,showing the work as actually installed.These plans 20 shall be available at all times for inspection and shall be kept in a location designated by 21 the Consultant. 22 C. Before the date of the final inspection,transfer all information from the record prints to 23 a sepia mylar,provided by the Consultant. All work shall be neat, in ink,and subject to 24 the approval of the Consultant. 25 D. Dimension from two(2)pen-nanent points of reference,building comers,sidewalks,or 26 road intersections,etc.,the location of the following items: 27 1. Connection to existing water lines. 28 2. Connection to existing electrical power. 29 3. Gate valves. 30 4. Routing of irrigation pressure lines(dimension maximum 100`along routing). 31 .5. Remote control valves. 32 6. Routing of control tubing. 33 7. Quick coupling valves. 34 8. Manual drain valves. 35 9. Routing of irrigation lateral lines(with a change of two(2)feet each way). 36 10. her related equipment as directed by the Owner's representative. 37 E. Prior to the date of the final inspection,the contractor shall deliver the corrected and 38 completed sepias to the Consultant for approval. Delivery of the mylars will not relieve 39 the responsibility of furnishing required information that may be omitted from the prints. 40 1.14 CONTROLLER CHARTS 41 A. The Consultant shall approve the record prints before the controller charts are prepared. 42 B. Provide one controller chart for each automatic controller. CqyNo 01)67 it it 02 M 00-4 1�ANDSCATE IRRIGATION SYSTEM Page 4 of�2 I C. The chart shall show the area controlled by the automatic controller and shall be the 2 maximum size,which the controller door will allow. 3 D. The chart is to be a reduced plan of the actual approved in-place systern. 4 E. The chart shall be a photo static copy of blue-line ozalid print and a different color shall 5 be used to indicate the area of coverage for each station. 6 F. When completed and approved,the chart shall be hernietically sealed between two 7 pieces of plastic,each piece being a rninimum of 20 mils. 8 G. These charts shall be completed and approved by the Consultant prior to final 9 inspection of the irrigation system. 10 1.15 IRRIGATION CONTRACTOR'S RESPONSIBILITY I I A. Prior to submittal of the bid,the Contractor shall acquaint himself with all matters and 12 conditions concerning the site and existing conditions. 13 B. Coordinate work with the other trades so that all phases of the work may be properly 14 coordinated without delays or damage to any parts of the work. 15 C. The Contractor shall be responsible for all sleeves and chases under paving,through 16 walls,etc.,unless otherwilse noted on plans. 17 D. Irrigation sleeves to be installed under pavement areas,whether indicated on plan or 18 not. 19 1.16 CHANGES IN THE WORK 20 A. Minor changes,such as head location and controller location adjustments,which do not 21 involve extra cost and are consistent with the purpose of the work may be ordered by the 22 Owner's representative and no claim for an addition to the contract sum or time schedule 23 will be considered. 24 1.17 FINAL INSPECTION 25 A. A qualified person duly authorized in writing to represent the Irrigation Contractor shall 26 be present at the final inspection to demon%trifle the systems and prove the performance 27 of the equipment. Prior to this inspection,all work under this division shall have been 28 completed, tested,balanced and adjusted and in final operating condition. 29 1.18 GUARANTEE 30 A. Guarantee the satisfactory operation of the entire system,to the extent possible under 31 the scope of the work included in this contract. The entire system shall be guaranteed to 32 be complete and work.propefly for a period of one year from date of final acceptance. , 33 Repair any defects or replace any defective parts found or occuff ing within that year,free 34 of expense to the Owner. 35 B. Include a copy of the guarantee form in the Operation and Maintenance Manual. 36 1.19 MISCELLANEOUS SERVICES OF IRRIGATION CONTRACTOR 37 A. Train at least two(2)of the Owner's employees in the operation and maintenance of the 38 system. This shall include the operation of the controllers and valves, how to most 39 eflectively use the system,and maintenance on all equipment including the removal and 40 replacement of valve and contn)ller components. 11ar-mon Field flark Ciry No.0 116 7 10 I 0281 00-5 LANDSCAPE IRRIGATION SYSTEM Page 5 of 12 I B. Provide two(2)quick coupling valve keys and two(2)sets of automatic controller keys 2 for each controller. This equipment shall be turned over to the Owner upon final 3 acceptance of the work by the Owner. 4 C. Provide a watering program to the Owner showing the scheduling or sequencing of the 5 valves, including which valves may be run simultaneously, and a desirable timing 6 program for each controller. The controllers shall be scheduled to prevent an excessive 7 amount of head loss in the system. The program shall include suggested operating time 8 for new planting and established growth. 9 D. Operation and Maintenance Manuals-Prepare and deliver to the Consultant, within ten 10 calendar days prior to completion of construction,two hard cover,three ring binders 11 containing the following information: 12 1. Index sheet stating Contractor's address and telephone number,list of equipment 13 with name and addresses of local manufacturer's representative. 14 2. Catalog and parts sheets on each product and equipment type installed under this 15 contract. 16 3. Guarantee statement. 10 17 4. Complete operating and maintenance instruction on all major equipment. 18 1.20 SITE OR FIELD VISITS BY THE CONSULTANT 19 A. The Consultant will visit the site once to examine materials for type, size and character 20 specified. The Consultant will also visit the site once to examine the installation and 21 operation of the system. 22 B. Should additional trips be required due to rejection of materials or improper or 23 inadequate completion of the work,the costs of additional trips will be paid for by the 24 Contractor. Such costs will include the Consultant's time,travel and other miscellaneous 25 related expenses. 26 PART 2® MATERIALS 27 2.1 GENERAL 28 A. All materials and accessories shall be of new and unused material. Any section of pipe 29 found to be defective before or after installation shall be replaced with new pipe. All new 30 irrigation equipment shall be essentially the standard product of the manufacturer. All 31 new equipment furnished shall have in-service performance records sufficient to verify 32 published capabilities. 33 2.2 PIPE AND FITTINGS 34 A. PVC Pressure Main Line and Fittings: p" 35 1. Pressure main line piping shall be Schedule 40 PVC. Main line piping less than 36 three(3)inches in diameter shall have solvent welded joints. Main line piping 37 greater than three(3)inches in diameter shall be JM Ring-Tite gasketed bell joint 38 pipe,or approved equal. 39 2. Pipe shall be made from NSF approved Type 1,Grade I PVC compound 40 confon-ning to AST M resin specification D 1785. All pipes must meet the 41 requirements of Federal Specification S-21-70. low Hannon Field Park Ciry No.01167 0281 00 .6 LANDSCAPE MMATION SYSTEM Page 6 of 12 1 3. PVC solvent-weld fittings shall be Schedule 40, 1-2111-1 NSF approved 2 conforming the ASTM test procedure D2466. 3 4. Solvent cement and printer for PVC solvent-weld pipe and fittings shall be of type 4 and installation methods prescribed by the manufacturer. 5 5. All PVC pipe must bear the following markings" 6 a. Manufacturer's name. 7 b. Nominal pipe size. 8 c. Schedule or class. 9 d. Pressure rating in PSI. 1 10 e. NSF (National Sanitation Foundation)approval. 11 f Date of extrusion. 12 g. All fittings shall bear the manufact:urer"s name of trademark,material of 13 designation,size applicable IPS schedule and NSF seal of approval. 14 B. PVC]'ion-Pressure Lateral Line Piping: wf 15 1. Non-Pressure buried lateral line piping 3/4°" in diameter and above shall be 16 Schedule 40 PVC with solvent-weld joints. Laterals 1/2" in diarneter shall be 17 Schedule 40 PVC with solvent-weldjoints. 18 2. Pipe shall be made from NSF approved,Type 1,Grade I PVC compound 19 conforming to ASTM resin specification 1)1785. All pipes must meet the 20 requirements of Federal Specification PS-21-70 with an appropriate standard 21 dimension ratio. 22 3. Except as noted in paragraphs above,pipe and fittings for PVC non-pressure lateral 23 line piping will be the same as for solvent weld pressure main line pipe and fittings 24 as set forth in"PVC Pressure Main Line Pipe and Fittings"above. 25 2.3 AUTOMATIC CONTROLLERS 26 A. ,Automatic controller shall be of type and size shown on the plans. rmi11 h 27 B. The Owner's Representative shall approve the final location of automatic controller 28 prior to installation. 29 C. The 120 volt electrical power hook up for the automatic controller shall be provided by 30 the Conti-actor.The cost for such electrical hook up shall be considered as included in the 31 bid cost for irrigation installation. 32 D. Controller shall be housed in a metal locking weatherproof cabinet as indicated on �M 33 plans. 34 2.4 GATE VALVES �,uu1s r 35 A. Gate valves shall have bell or spigot ends, flanges or screw joints as required for the 36 piping in which they are installed. All gate valves shall be manufactured of brass 37 conforming tot the A WA Standard 0500,or to Federal Specification -V-58,Class awl 38 B. Crate Valves shall be designed for a minimum water working pressure of 120-psi. 39 Crate valves shall have a clear waterway equal to the full nominal diameter of the valve 40 and shall be opened by turning counterclockwise. 41 2.5 REMOTE CONTROL VALVES 42 A. The remote control valves shall be of the type shown on the drawings,and shall be 43 electrically operated, normally closed diaphragm type valves. Valves shall be slow WORT 44 opening and closing. Valves shall have a manual flow control and manual bleed plug. Harmon Field I'ap* 17ity Paso.061617 mrop�lw, 02$400-7 y. LANDSCAPE IRRIGA,rioiq SYSTEM Page 7 of 12 1 2.6 QUICK COUPLING VALVES 2 A. All quick coupling valves shall be a one piece, I inch in size,single lug brass or bronze 3 unit with a self-closing locking metal cover or as noted on plans. Valves shall be 4 guaranteed to withstand 125-psi pressure without leaking. 5 2.7 BACKFLOW PREVENTER 6 A. The backflow prevention device shall be of the type and size shown on the Drawings. 7 The backflow preventer will be installed at location(s)shown on the drawings. Install 8 backflow preventer in accordance with local codes and ordinances. 9 2.8 REMOTE CONTROL WIRE 10 A. Connections between the automatic controllers and the remote control valves shall be 11 made with direct burial copper wire AWG-U.F.600 volt. Pilot wires shall be different 12 color wire for each automatic controller. Common wires shall be white with a different 13 color stripe for each controller. Install in accordance with automatic controller 14 manufacturer's specifications and wire chart. In no case shall wire size be less than AWG 15 #14 U.F. 16 B. All wire shall be installed according to local electrical codes and must bear UL 17 approved(Type UF)for direct underground burial, 18 2.9 CONTROL WIRE SPLICES 19 A. Control wire splices shall be made with 31v1-DBY wire connectors and sealant, or an 20 approved equal. Connectors shall be of the proper size to match the wire. Only make 21 wires lices in valve boxes or junction boxes approved by the Owner's representative. 22 2.10 VALVE BOXES 23 A. Valve boxes for remote control valves and isolation valves shall be of type and size as rl�k 24 shown in details. 25 2.11 ROTARY POP-UP HEADS pw 26 A. Provide rotary pop-up heads as indicated on the drawings. Rotary pop-up heads shall 27 be installed in a cyclolac case. Heads shall pop-up until the nozzle is a minimum of 2" 28 above ground level. All internal parts shall be removable from above ground. See the I Y, 29 equipment schedule on the plans for the performance data. 30 2.12 SPRAY POP-UP HEADS 31 A. Pop-up spray heads shall be the type as shown on plans with a 1/2" ternale inlet. The 32 nozzle shall have the angle of trajectory specified on the equipment schedule,and a screw 33 adjustment for regulating the spray radius. See the Equipment Schedule on the plans for 34 the performance data. 35 2.13 SWING JOINT NIPPLES 36 A. All swing.joint nipples shall be made of polyvinyl chloride, Schedule 40,threaded pipe. 37 Fittings at swing joints shall be schedule 40 PVC threaded elbows. I lurnion P ield Park Clay lm"' 01167 02 81 00-8 LANDSCAPE IRRIGATION SYSTEM Page 8 of']2 I PART 3- INSTALLATION 2 3.1 GENERAL 3 A. Provide a complete and properly functioning automatic irrigation system as indicated 4 herein and on the]Drawings,. 5 B. Unless otherwise specified or shown on the plans,the construction of irrigation lines 6 shall include excavation and backfill,the fibirriishing, installing and testing or irrigation 7 pipe and fittings,and electrical conductors and all other work in accordance with the 8 plans and specificartions. The irrigation system installation shall be coordinated with 9 other construction activities. 10 C. All valves and other irrigation equipment shall be located in planting areas,unless 11 otherwise noted on the Drawings. 12 3.2 PIPE AND FITTINGS 13 A. PVC pipe,couplings and fittings shall be handled and installed in accordance with the 14 manufacturer's recommendations. Each pipe length shall be properly spaced in jointing 15 to allow for expansion and contraction. Piping will be snaked in trench as shown in the oft, 16 trenching details. If necessary,stakes are to be used to make pipe snake in trench. All 17 stakes are to be removed,as the trench is backfilled, 18 B. All laterals shall be installed with 12" ininimum coverage over pipes at finish grade and 19 all main lines with at least 18" minimum coverage.All fines shall have a minimulin 20 clearance of 6" from each other and from lines of other trades. Pipe shall lie on a 21 minimum 2"sand sub-base.Parallel lines shall not be installed directly over one another. 22 C. Install concrete thrust blocks as indicated on the details in the drawings.. Blocking shall 23 be a minimum of 1.5 C.F.each. Set concrete blocking against undisturbed earth. 24 D. The interior of the pipe shall be thoroughly cleaned of all foreign matter before being 25 lowered into the trench,and shall be kept clean during laying operations by means of lugs 26 or other approved methods. The pipe shall not be laid in water,or when trench or 27 weather conditions are'unsuilable for the work. Water shall be kept out of the trench 28 until the joints are completed. When work is not in progress,open ends of pipe and 29 fittings shall be securely closed so that no trench water,earth or other substance will enter 30 the pipes or fittings. Any pipe that has the grade or joint disturbed after being installed 31 shall be taken up and relayed, Fittings at bends in the pipe,and at the end of lines shall 32 be firnily wedged against the vertical face of the trench by means of concrete thrust 33 blocks. 34 E. Joints in all screwed fittings shall be made by applying to on tape on male threads, 35 Use of pipe joint compound or similar substance is prohibited. 36 F After iristallation,the lines will be flushed until they are free of rocks,dirt,debris,em., 37 before the heads are installed. 38 G. Pipes aridlor sleeves placed undergr"Ind and riot immediately connected to other pipes 39 shall be capped or plugged to prevent water and dirt from entering the pipe. Sleeves for 40 wires shall be capped or sealed with mastic tape after wires have been installed. Harmon Field Park Con,No,01167 RJR 0281 00-.9 LANDSCAPE WRIGAMN SYSTEM Page 9 of�2 1 3.3 AUTOMATIC CONTROLLERS 2 A. Controllers shall be installed at locations shown on the plans or as directed by the 3 Owner or Owner's representative. Controllers shall be installed as shown in the details on 4 the plans. 5 B. All electrical wiring and connections shall be installed according to the local City and 6 National Electrical Code. 7 3.4 GATE AND REMOTE CONTROL VALVES fV 8 A. Install all new valves as indicated on the plans or as may be required forte proper 9 control of the piping systems in which they are incorporated. Valves shall be set 10 vertically. Valves shall be set as shown on the drawings and as approved by the Owner's 11 representative. 12 B. Control valves shall be adjusted to give the correct pressure at the spray head. 13 C. Teflon to is to be used on all male threads when installing valves. 14 D. All valve boxes are to be left in a clean condition, providing ready access to valves. 15 3.5 QUICK COUPLING VALVES 16 A. Quick coupling valves shall be installed in a vertical position as shown in the details 17 and at locations shown on the plans. 18 3.6 BACKIFLOW PREVENTER 19 A. ac ow preventer shall be installed a s s hown on drawings and in accordance with 20 local codes and ordinances. 21 3.7 REMOTE CONTROL WIRE 22 A. Connections between the automatic controllers and the remote control valves shall be 23 made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be different 24 color wire for each automatic controller, Common wires shall be white with a different 25 color stripe for each controller. Install in accordance with valve manufacturer's 26 specifications and wire chart. In no case shall wire size be less than AWG #14 U.F. 27 B. All wire shall be installed according to local electrical codes and must be insulated with 1w, 28 PVC and bear UL approved(Type OF) for direct underground burial. 29 3.8 CONTROL WIRE SPLICES 30 A. Control wire splices shall be made with 3M-DBY wire connectors and sealant,or an 31 approved equal. Connectors shall be of the proper size to match the wire. 32 B. No control wire splices will be pennitted between remote control valve boxes and 33 controllers. 34 3.9 VALVE BOXES 35 A. Valve boxes shall be installed in an accessible place as shown on plans. All valve box 36 covers,valve boxes,etc. shall be placed so the edges are parallel or perpendicular to 37 adjacent hard edges or edge of field. Top of all boxes shall be I" above finished grade. 38 Top surface of boxes shall be installed so that a smooth surface is created in relation to 39 existing grade. Boxes shall be a minimum of 7'- 0" from edge of field. Hu),ino"k ield Peek Chy No. 01167 02 M 00-M I ANDSCAPE IRRIGATION SYSTEM Page 10 of 12 1 3.10 IRRIGATION HEADS 2 A. Irrigation heads shall be installed in plumb position at intervals not to exceed those 3 shown and in the approximate location and configuration shown on the plans. Head 4 swing joints,risers and flexible connectors shall be as shown on the details. All nipples 5 shall be the minimum length required to allow irrigation head adJustaient motion without 6 including load on the supply pipe. Irrigation heads shall be installed as detailed on the 7 plans,, 8 3.11 TRENCH EXCAVATION AND BACKFILL 9 A. The Contractor shall perform all excavation to the depth indicated in these 10 specifications and plans, All excavated material not required for fill or backfill shall be removed from the site. The banks of trenches shall be kept as nearly vertical as 12 practicable, Trenches,shall be wide enough to permit proper placing of pipe. Where rock 13 excavation is required,or where stones are encouritered in the bottom of the trench,the 14 rock or stones shall be removed to a depth of four(4)inches minimum below the trench 15 depth indicate(]. The over-depth rock excavation and all excess trench excavation,shall 16 be backfilled with loose,moist earth or sand,thoroughly compacted. Whenever soil, 17 which is wet or otherwise incapable of supporting the pipe is encountered in the trench 18 bottom, such soil shall be removed to a depth and length required and the trench 19 backfilled to trench bottom grade as hereinafter specified,with coarse sand,fine gravel or 20 other suitable material. mid 21 B. Bottom of trench grade shall be continued past ground surface deviations to avoid air 22 pockets and low collection points in line. The rninimurn cover specifications shall govern 23 regardless of variations in ground surface profile and occasional deeper excavation 24 required at banks and other field conditions. Excavation shall be such that a uniform 25 trench grade variation will occur in all cases where variations are necessary. In no case 26 shall the angle of deflection from one pipe length to another exceed 5 degrees. 27 C. Trench excavation shall consist of the satisfactory removal and disposition of all 28 materials,and shall include all shoring and sheeting required by state and local 29 regulations to protect the excavation and to safc guard employees. 30 D. During excavation, materials suitable for backf lling shall be stockpiled in an orderly 31 manner a sufficient distance back from edge of trenches to avoid overloading and prevent 32 slides or cave-ins,. No excavated materials shall be plac.ed within or permitted to fall 33 upon roadways. 34 E. The trenches shall be carefully backfilled with the excavated materials approved for 35 backfilling,consisting or earth, loam,sandy clay,sand,or other approved materials, free 36 from large clods of earth or stone. Rock, broken concrete or pavenients and large 37 boulders shall not be used as backfill material. The backfill shall be thoroughly 38 compacted and evened off with the adjacent soil level. Any materials not suitable for 39 backfill shall be removed from the site and disposed of, 40 F. Select-fill dirt or sand shall be used if soil conditions are rocky. In rocky areas the 41 trenching depth shall be four inches below normal trench depths to allow for this 42 bedding,, The fill or dirt or sand shall be used in filling four inches above the pipe or 43 wires. The remainder of the backfill shall contain no lumps or rocks larger than one inch. 44 The top six inches of backfill shall be free of rocks,subsoil or trash. 04V Hormom Ott,No,0 116 7 1 02 M 00-N I LANDSCAPE IRRIGATION SYSTEM 1�77 Page I I of I2 1 G. Backfill shall be placed in layers-,the thickness of the layers shall depend on the nature 2 of the material and the method of compaction used. Compaction shall be accomplished 3 in such a manner as to assure that there will be no future subsidence. 4 H. Any trenches improperly backfilled,or where settlement occurs, shall be reopened to it 5 the depth required for compaction,then filled and compacted with the surface restored to 6 the required grade and left in a completed surface condition as described above. 7 I. All excavation and backfill shall be unclassified and covered in the base bid. No 8 additional charges will be allowed for rock encountered. 9 3.12 LEAK TEST 10 A. When the mainline or sections of the mainline, laterals,swing joints and valves have A 11 been installed,the system(or section)will be thoroughly flushed. The system(or 12 section)will then be pressurized for 8 hours at the operating pressure. ppp 13 B. All lateral lines,from the control valve to the spray head,shall be tested, for an r 14 operating period of 8 hours by capping the pipe at the sprinkler head and pressurizing the 15 pipe. 16 C. Any leakage found will be repaired and retested for another 8-hour period prior to 17 backfilling. 18 3.13 CLEANING AND FLUSHING SYSTEM 19 A. After pipe,fittings, and valves have been installed and connections made to the water 20 source, flush pipes several times until free of all rocks,dirt,trash,pipe shavings or debris 21 before installing heads. After the pipe has been thoroughly flushed,start installing the 22 heads with the water running, beginning with the one nearest the valve and working 23 toward the ends of the laterals forcing the water and any debris left in the pipe out the last 24 head connection. After the heads have been installed the system is to be operated several 25 times before final inspection. The heads shall also be cleaned or replaced if necessary 26 before final inspection. 27 3.14 PLANT MATERIALS 28 A. Where it is necessary to excavate adjacent to plant materials,the Contractor shall use all 29 possible care to avoid injury to plants and plant roots. Excavation in areas where two(2) 30 inch and larger roots occur shall be done by hand. All roots two(2) inches and larger in 31 diameter,except directly in the path of pipe or conduit,shall be tunneled under and shall 32 be heavily wrapped with burlap to prevent scarring or excessive drying. Where a 33 trencher is run close to plants having roots smaller than two(2) inches in diameter,the 34 wall of the trench adjacent t o t he tree shall be hand trimmed, making clean cuts through. 35 Roots one(1) inch and larger in diameter shall be painted with two coats of Tree Seal, or 36 equal. Trenches adjacent to plant should be closed within twenty-four(24)hours;and 37 where this is not possible,the side of the trench adjacent to the plant shall be kept shaded 38 with burlap or canvas. No trenching shall occur within 8°of existing trees if heads occur 39 closer than 8'to an existing tree,the lateral trench shall be cut radial to the trunk. 40 3.15 TEMPORARY REPAIRS 41 A. The Owner reserves the right to make temporary repairs as necessary to keep the 42 irrigation system equipment in operating condition. The exercise of this right by the 43 Owner shall not relieve the Contractor of his responsibilities under the terms of the 44 guarantee as herein specified. 114li moo Field Park Wy No.Of 167 02 81 00-u2 LANDSCAPE 9RRIGATION s'y's"rEM Page 12 of 12 3.16 CLEANUP 2 A.. Make final cleanup of all parts of the work before final acceptance. This cleanup shall 3 include removal of all construction materials and equipment,and in general leaving the 4 site in an orderly and finished appearance. 5 B. The Contractor shall also remove from the site any rock or extra soil resulting from this 6 contract and he shall restore the site to its original condition or better. 7 END OF SECTION oqj Harmon Field Park aaar C'gey No.0116 7 02 81 W CHAIN LINK FENCING&BAC'Ks'rops Page of4 I SECTION 02 81 10 2 CHAIN I-INK FENCING&BACKSTOPS 3 PARTI - GENERAL 4 1.1 SECTION INCLUDES 5 A. Furnish and install chain link fence and gates for soccer fields,baseball outfields, P1, 6 dugouts and backstops. 7 1.2 SUBMITTALS 8 A. Shop drawings on backstops,fencing,and gates. 9 B. Material certifications and product data. 10 1.3 QUALITY ASSURANCE 11 A. Fencing components shall conform to Chain Link Fence Manufacturer's Institute 12 (CLFMI)Product Manual (Standard Guide for Metallic Coated Chain Link Fence and 13 Fabric)and applicable ASTM standards. 14 PART 2- PRODUCTS 15 2.1 PIPE 16 A. Pipe shall conform t o t he requirements of ASTM F 1083 Specification for Pipe, Steel, 17 Hot Dipped Zinc-Coated(Galvanized)Welded,for Fence Structures. 18 B. Pipes all conform to following size and weight requirements and in accordance with 19 ASTM F 1083 for Schedule 40 pipe. 20 Nominal Pipe Outside Diameter Wall Thickness Weight Size GIPS) (inches) (inches) (lbs./ft) 1-1/4 1.660 0.140 2.27 2 2.375 0.154 3.65 2-1/2 2.875 0.203 5.80 3 3.500 0.216 7.58 3-1/2 4.000 0.226 9.12 4 4.500 0.237 10.80 6 6.625 0.280 18.99 21 22 Note: The dimensionless designator NPS(minimal pipe size) has been substituted in 23 this specification for such traditional to as nominal diameter, size and minimal 24 size. 25 26 C. Pipe shall be coated inside and outside by the hot-dip process, with the weight of the POP 27 zinc coating not less than 1.8 oz/sf'(of the surface being coated). POP mon Field Pai k City No,0 116 7 0281 102 Ci IAIN LINK FENCING&BACKSTOPS Page 2 of 4 1 2® FABRIC 2 A. All chain link fabric shall be No.6 or gauge as indicated on the drawings,2-inch 3 mesh,coated steel chain link wire which shall stand a minimurn tensile strength of 90,000 4 psi based upon cross sectional area of'wire. All flencing shall have knuckled selvage. 5 B. Backstop and dugout fencing shall be No. 9 gauge fabric. No.6 gauge fabric shall be 6 used for the lower half(10')of backstop fencing behind home plate,and on the first two 7 panels along the first and third base lines as shown on dr-awings. 8 C. Wire C(mting• Galvanized coating shall be a minimum of 2 ounces per square foot of 7 9 wire surface conforming to ASTIR A392 Class 2,Hot Dip Process after weaving. 10 D. Fabric Test: Submit a manufacturer's certified test result that zinc coating material is a 11 nainimum of 2 ounces per square foot of wire. 12 2.3 TOP RAIL 13 A. Fencing: 1.66 inch outside diameter galvanized pipe weight 2.27 pounds per foot,with 14 outside sleeve type couplings at least 7 inches long,one coupling in every 5 to have 15 spring to take up expansion and contraction of rail. Fabric tied to top rail every 24 inches 16 with No. 9 gauge aluminum tie wires. 17 B. Backstop�s: 1.66 inch outside diameter galvanized pipe weight 2.27 pounds per foot. 18 Fabric tied to top rail every 24 inches with No. 9 gauge aluminum tie wires. 19 2.4 BOTTOM AND MIDDLE RAIL 20 A. Bottom and middle rails for backstops and dugout fencing shall conforn.]to 21 requirements for top rail. 22 B. Fencing 4 ft and 6 ft.height:no middle or bottom rail requirecL 23 C. Fencing 12 ft.height:provide middle and bottom rail,to confonn to requirements for 24 top rail. 25 2.5 LINE POSTS 26 A. All line posts shall conform to the following specifications and conditions as shown on 27 the drawings. 28 B. Fencing shall have Schedule 40,galvanized line posts of the sizes indicated on the 29 drawings. 30 C. Backstop posts shall be of the size and type pipe as shown on Drawings. Backstop 31 posts are to have a welded cap. 32 D. Spacing of line posts shall not exceed 10 ft.on center, 33 E. Posts shall be equipped with hot dipped inalleable galvanized iron or pressed steel cap 34 of manufacturer's design. All caps shall match, 35 F. Line posts to be equipped with No.9 gauge alut'ninum wire ties on 14-inch centers. 0111 Hannon 1--ield Park a v%lo 01167 MOM), ly 02M 10 3 CHAIN UNK FENCING&BACKSIOPS Page 3 of4 1 2.6 TERMINAL POSTS FFIF g: 2 A. End, comer and pull posts shall be Schedule 40 galvanized pipe. End, corner and pull 3 posts for the backstops,dugouts and fencing shall be the sizes indicated on the drawings. 4 Posts to bee uiped with 1/4-inch by 3/4-inch tension bar,1#11 gauge by 1-inch wide 5 tension bands and 3/8-inch diameter carriage bolts and nuts- bands on approximately 14- 6 inch centers. Posts to be equipped with hot dip galvanized malleable cast iron or pressed 7 steel cap of manufacturer's design. 8 2.7 BRACES 9 A. 3/8-inch galvanized rod trusses from line post back to the terminal post complete with 10 truss tightener. 11 2.8 SWING GATE FRAME 12 A. Round tubular members,welded at all corners. Welded joints shall be coated in 13 accordance with Practice ASTIR A 780,employing a zinc-rich paint. 14 2.9 GATE FABRIC 15 A. Same type as used in fence construction. 16 B. Securely attach to frame at intervals not exceeding 15 inches. rot 17 2.10 GATE HINGES 18 A. Structural,capable of supporting the gate leaf and allow the gate to open and close 19 without binding. Coatings to match the fence post coating specification. 20 B. Permit the gate to swing a full 180 degrees(outward from playing fields). 21 2.11 SINGLE GATE LATCH 22 A. Capable of retaining the gate in a closed position and include provision for a padlock. 23 Coating to match the fence post coating specification. 24 2.12 BACKSTOP 25 A. Backstop framing shall have connections as shown on Drawings and shall conform to 26 the size,dimensions and material shown on Drawings. pip 27 2.13 CONCRETE POST FOOTINGS AND EDGING 28 A. All concrete used shall be 3,000 psi at 28 days using 5 sacks of cement per cubic yard 29 of mix with a maximum of 7 gallons of water per sack. Concrete work shall conform to 30 Section 03300. 31 2.14 TOLERANCE 32 A. Standard mill tolerance on all framework members and chain link fabric will apply. 11w moti I-ield Pork iq No,O6Y67 oil, 02M 10-.4 CHAIN LINK FENCING&BACKSTOPS Page 4 of 4 I PART 3- EXECUTION 2 3.1 INSTALLATION 3 A. Install fence by skilled and experienced fence erectors and on lines and grades as shown 4 on Drawings. All posts shall be set plumb,and as indicated on Drawings. Top rails shall 5 run with finish grade with no discernable humps,valleys,or bends. 6 3.2 COORDINATION 7 A. Coordinate work as to location of posts and timing of post placement. Post footings 8 shall be installed to allow for placement of concrete grade beams,rnowing strips,and 9 other surfaces. Locate top of post footings 4 inches below finish grade in lawn areas. 10 3.3 WELDING I I A. All welds shall be flush and free of sharp edges,spurs,welding flux,etc.,and shall 12 conform to A "Code for Welding in Building Construction." All welds shall be 13 coated with cold ZRC galvanizing compound. 14 B. Gate frames shall be welded. 15 3.4 FENCE FRAMING INSTALLATION 16 A. Install chain link fence is accordance with AST M F 567 and manufacturer's 17 instructions, 18 B. Locate terminal post at each fence termination and change in horizontal or vertical 19 direction of 30 degrees or more. 20 C. Bracing: Install horizontal pipe brace at mid-height for fences 6 feet and over.,on each 21 side of terminal posts. Firmly attach with fittings. Install diagonal truss rods at these 22 points. Adjust truss rod,ensuring posts remain plumb. 23 D. Tension Wire:Provide tension wire at bottom of fabric(where bottom rail is not 24 provided). Install tension wire before stretching fabric and attach to each post with ties. 25 Secure tension wire to fabric with 12 112 gauge hog rings 24"o.c. 26 E. Fasteners- Install nuts on side of fence opposite fabric side for added security. 27 3.5 FABRIC ORIENTATION 28 A. Place fabric on inside of fields,except as shown on Drawings, 29 B. Leave approximately 2"between finish grade and bottom selvage. M, 30 END OF SECTION i 7 Harmon Field Park OtvNa.01167 OMNIA 02 87 Q. - SIFIF FURNISHINGS V Page of2 SECTION 02 87 00 2 SITE FURNISHINGS 3 PARTI - GENERAL 4 1.1 DESCRIPTION 5 A. Furnish and supply all labor,equipment,materials and incidentals necessary to 6 assemble, install and otherwise construct park equipment as listed under products. 7 1.2 RELATED WORK 8 A. Section 03300-Cast-in-Place Concrete, 9 B. Section 07920-Caulking and Sealants 10 1.3 QUALITY ASSURANCE I I A. All equipment shall be free of sharp edges and comers, or extremely rough surfaces. 12 B. All materials shall be new and conform to all standards per specified product or 13 approved equal (see Division I--Section 01640/Substitutions And Product Options uu 14 C. The bidder shall be responsible for defects in equipment due to faulty materials or 15 manufacturing,damage or loss. 16 D. Metal shall be straight or at design radii or bends,without kinks,and shall bet e to 17 shape. 18 E. Codes and Standards: All "accessible"site furnishings shall comply with the current 19 Texas Accessibility Standards(TAS)of the Architectural Barriers Act,Article 9102, 20 Texas Civil Statutes(512)453-3211. 21 1.4 PRODUCT DELIVERY,STORAGE AND HANDLING 22 A. Protect from inclement weather:wet,damp,extreme heat or cold. 23 B. Store in a manner to prevent warpage and/or bowing. 24 1.5 JOB CONDITIONS 25 A. The contractor shall be responsible for protection of unfinished work and shall be 26 responsible for the safety of park users utilizing unfinished equipment. if 27 PART 2- PRODUCTS 28 2.1 SPECTATOR BLEACHERS ITEM #13 29 BSN Sports 1383874 30 Deluxe AIWA Bleachers5-rows 31 5-rows,I,.:::15", 2-Handicap 32 BSN Sports 33 P.O. Box 7726 34 Dallas, Texas 75209 35 (800)527-7510 Harmon Field Pad City No.0d 16 7 028700-2 SHE FURNISHINGS Page 2 of 2 1 2.2 TEAM BENCH ITEM # A-2 2 BSN Sports B45-Bl"PI-1 l 5 3 15°Anodized Aluminum,,with back,surface-mount 4 BSN Sports 5 P.O.Box 7726 6 Dallas,Teas 75209 7 (800)527-751 8 2.3 SOCCER COALS ITEM #12 i) 9 Stock#BS-STASOCSP Model#CLB248XX 10 4"Round Classic Alumagoal B45-SGA400 11 BSN Sports 1 12 P.O.Box 7726 13 Dallas, Texas 75209 14 (800)527-7510 1.5 PA ® EXECUTION 16 3.1 INSTALLATION 17 A. Fasteners;All nuts and bolts shall be upset and tack welded to prevent disassernbl . 18 B. Manufacturer's Installation.Instructions:The Contractor shall Follow the manufacturer's � 19 installation instructions and give the h,andscaPe Architect:the instructions for filings, 20 unless otherwise stated. Set benches and picnic;tables level. 21 END OF SECTION r5 ,pine Harmon 2,'Wel Par* City No,01167 ➢16814 PLAYGROUND EQUIPMENT Page q of5 SECTION 11 68 14 2 PLAYGROUND EQUIPMENT 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A.Section includes: 6 1. Composite Playground Structure 7 2. Rope Climber 8 3. Spring Rider 9 4. Swing Structure 10 B.Related Specification Sections include but are not necessarily limited to: 11 1. Division 0- Bidding Requirements,Contract Forms,and Conditions of the 12 Contract 13 20 Division I General Requirements 14 3. Section 11 68 13 -Site Furnishings 15 4. Section H 68 16- Wood Fiber Playground Surfacing 16 5. Section 32 13 13 .-Concrete Paving W 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A.Measurement and Payment 19 1, Measurement 20 a. Measurement for this Item shall be by lump sum complete in place. 21 2. The work performed and the materials furnished in accordance with this Item shall 22 be paid for at the lump sum price bid. r 23 3. The price bid shall include: 24 a. Furnishing and installing the specified Inlet 25 b. Mobilization 26 c. Excavation 27 d. Hauling 28 e. Disposal of excess materials 29 f. Excavation, forming,backfill and compaction of footings 30 g. Concrete 31 h. Reinforcing steel 32 i. Clean-up 33 1.3 REFERENCES 34 A. All equipment and materials shall comply with the following standards. 35 1. U.S. Consumer Product Safety Commission (CPSC) 36 2. International Play Equipment Manufacturers Association(IDEA) 37 3. Texas Accessibility Standards(TAS) 38 4. Texas Department of Licensing and Regulation(TDLR) 39 5. AST M Designation F1487(Standard Consumer Safety Performance Specification 40 for Playground Equipment for Public Use) CR (TEY OF FORT WOR-1 11 Harmnn F'mld Park S J'ANDARD CONS I WC TJON SPE"CIFICATION DOCUMEN I'S Cit% I'mWo No 01167 Revised March 27,201".5 �6814-2 P1 AYGROUND FON HHAENT Page 2 of 5 7 1 1.4 ADMINISTRATIVE REQUIREMENTS IN OT USEDI 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. Subiniftals must be received and approved by the Project Manager prior to ordering 5 equipment. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. The Contractor shall be required to submit a Safety Plan indicating the use of ternporary 8 construction fencing,signage and barriers necessary to prevent park users from 9 utilizing unfinished equipment for Owner approval at the Pre-Construction meeting. 10 B. Submit manufacturers' documentation of product compliance with CPSC and ASTM 11 F1487 Standards including: 12 1. All paints and other similar finishes must meet the current CPSC regulation for lead 13 in paint(0.06 percent maximum lead by dry weight). 14 2. Regardless of the material or the treatment process,the manufacture shall ensure 15 that the users of the playground equipmerit cannot ingest, inhale,or absorb any 16 potentially hazardous amounts of'substances through body surface as a result of' Dry 17 contact with the equipment. 18 ®7 CLOSEOUT SUBMITTALS 19 A. Submittals Prior to Project Acceptance -Contractor shall submit all manufacturers' 20 literature to the Project Manager within ten(10)calendar days prior to acceptance of 21 the project. This shall include: 22 1. Operation and Maintenance Manuals. 23 a. (1)electrical copy and(3)hard copies 24 b. Then manual shall include Contractor's address,telephone and fax number,e- 25 mail address and listing ofecluipment with the name and addresses of the local 26 equipment manufacturer's representative 27 c. The rnanual shall include catalog and parts sheets on each product and 28 equipment type installed under contract. MT 29 2. Warranty/Givarantee Documentation 30 1.8 MAINTENANCE MATERIAL SUBMITTALS 31 A. Spare Parts 32 B. Extra Stock Materials 33 C. Tools 34 1.9 QUALITY ASSURANCE 35 A. Qualifications 11100 36 1. Manufactures 37 2. Suppliers 38 3. Fabricators 7 39 4. Installer/Applicators Erectors 40 5. Testing Agencies 001 0 41 6. Licensed Protessionals 0TY OF FORT WORTH Harmon fiOd Park STANDARD CONSI RUCT M1 SPECAFICATION DOCUMENTS (Ay llmjecl No.01 G67 Revised March 27,,2015 I A6M4 PLAYGROUND EQUIPIVIDU Page 3 of 5 I B. Certifications 2 C. Preconstruction Testing 3 D. Field [Site] Samples 4 1.10 DELIVERY,STORAGE,AND HANDLING 5 A. Protect from inclement weather: wet, damp, extreme heat or cold. 6 B. Store in a manner to prevent warpage, bowing or damage. '7 C. All construction material such as subsurface drain gravel and play surface 8 material may not be delivered to the site until installation of such material. 9 D. The Contractor will not be allowed to deliver on site and install any playground 10 equipment until grading, mow strip, subsurface drainage and all other hardscape 11 items have been installed and approved by the Project Manager. The Contractor 12 will be required to remove any equipment from the site at own expense and at 13 no additional contract time if found to be in non-compliance to this specification 14 note. 15 1.11 WARRANTY 16 A.. Playground Equipment shall be warranted for labor and materials for a period of no 17 less than two years. Warranty period shall start from acceptance of the project,not 18 from completion of installation of equipment. Written warranty must be submitted by 19 the manufacturer and the authorized installer. 20 PART 2- PRODUCTS 21 2.1 OWNER-FURNISHED JORI OWNER-SUPPLIED PRODUCTS [NOT USED] 22 2.2 EQUIPMENT 23 A. Manufacturer 24 1. Approved play component structures for the selected playground prototype option 25 and ancillary equipment are listed in the Materials List in the plans. 26 2.3 ACCESSORIES INOT USED] 27 2.4 SOURCE QUALITY CONTROL IN OT USEDI 28 PART 3- EXECUTION 29 3.1 GENERAL 30 A. All cost incurred be the Contractor to insure compliance to this specification shall be 31 subsidiary to the cost of purchase and installation of equipment 32 3.2 INSTALLERS 33 A. All materials and labor shall be installed by a contractor authorized by the 34 manufacturer. 35 3.3 SAFETY 36 A. The Contractor shall be responsible for the protection of unfinished work and 37 shall be responsible for the safety of the park users utilizing unfinished 38 equipment. CITY OF FORT WORTH Harmon FTeld Park STANDARD CONS I RUC rION SPECIFICA I ION MAJ M-N IS u4,y Pro I"I No 0 167 Rmsed March 27,20 h5 1168H_4 PLAYGROUND EQUI°N EN'lIll Page 4 of 5 1 B. At any time during construction non cornpliance to the Safety Plan or any other 2 safety hazard is found to exist on the construction site, The Contractor shall be AM 3 required to correct any and all non compliance issues and /car safety hazards 4 immediately within the same day of notification., 5 3.4 EXAMINATION 6 A. 1FA1.1 ZCII`lE. Contractor shall verify all fall zone clearances onsite prior to installin 7 the equipment. Notify the Landscape Architect of any conflicts or discrepancies.The 8 Conti-actor will be required to remove and reinstall any mow strips/har'dscape at own 9 expense and at no additional contract time if fall zone discrepancies are found and 10 require remedy. 11 3.5 PREPARATION INOT USED] 12 3.6 INSTALLATION 13 A.GENERAL: All items shall be supplied by Contra.c'tor and installed as per 14 manufact'urer"s recornmendat:io'n. 15 B.CC.INCRE'TE FOOTINGS: The finished grade of all concrete 'Footings shall be set a 16 minimum twelve inches below the finish grade of surfacing ma'teria.lm 17 C.FASTENERSm All nuts and bolts shall be upset and tack welded to prevent disasseirably 18 on all equipment that is not installed with specialized fasteners. 19 3.7 REPAIR/RESTORATION [NOT USED] 20 3.8 RE-INSTALLATION 21 A. FALL ZONES. The Contractor will be required to remove and reinstall any mow strip 22 /luardscape at own expense and at no additional contract time if fall zone discrepancies 23 are found and require remedy. 24 3.9 FIELD QUALITY CONTROL (NOT USED] yiy� 25 3.10 SYSTEM STARTUP INOT USED] 26 3.11 ADJUSTING INOT USED] 1,y 27 3.12 CLEANING INOT USED] 28 3.13 CLOSEOUT ACTIVITIES INOT USED] 29 3.14 PROTECTION INOT'USED] 30 3.15 MAINTENANCE [NOT USED] 31 3.16 ATTACHMENTS INOT USED] ' 32 END OF SECTION 33 ups Revision Log DATE NAME S1,.)MMA1t1" OF C14A1°JCnE 03/27/2015 N.Kwnazaawa Refatrniatted „ofk„t (TIN OF FORTWORTI I W N n sn t''1s,1 Pa it k N ykNTiAAR D 6'ON S VRUC HON SPI CIFICA'V"0.d:.N DOd;°UMr"N B 'w:Rya Pro ect 4' o,09 167 Revved tl4 amh 27,7191 w 16M4-5 PLAY(AZOUND EQUIPMENT Page 5 of 5 i p v All1> i 1 I r POP G; r crry OF FOR B WORTH Harmon Field Park S I'A NDARD CONS"I @tot'1 ION SPE010 K A HON IDOCUMEN"I'S CRy Pirq ect No M W Otmsed MarcOp 27,2015 �ll�1P fsr i This page is i ritention ally blank. r M16 WOOD F MEA PLAYGROUND SURFACIL-1 Page I off yy3 SECTION 11 68 16 2 WOOD FIBER PLAYGROUND SURFACING 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Wood Fiber Playground Surfacing 7 2. Drainage Fabric lop, 8 3. Drainage Systems 9 B. Related Specification Sections include but are not necessarily limited to: 10 1. Division 0 Bidding Requirements,Contract Forms,and Conditions of the II Contract 12 2. Division I —General Requirements 13 3, Section 11 68 14 Playground Equipment 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 1r 16 1. Measurement 17 a. Measurement for this Item shall be by lump sum. is 2. The work performed and the materials furnished in accordance with this Item shall 19 be paid for at the lump sum price bid for"Playground Safety Surfacing." 20 3. The price bid shall include: 21 a. Furnishing and placement of Wood Fiber Playground Surfacing 22 b. Clean-up 23 1.3 REFERENCES 24 A. Abbreviations and Acronyms I'M 25 1. CPSC---U.S.Consumer Product Safety Commission 26 2. IPEMA- International Play Equipment Manufacturers Association 171 27 3. TAS---Texas Accessibility Standards 28 4. TDLR Texas Department of Licensing and Regulation 29 B. Reference Standards 30 1. AST M Designation F1487(Standard Consumer Safety Performance Specification 31 for Playground Equipment for Public Use) 32 1.4 ADMINISTRATIVE REQUIREMENTS INOT USED 33 1.5 SUBMITTALS 34 A. Submittals shall be in accordance with Section 01 33 00. 35 B. A one(1)gallon sample of the wood fiver playground surfacing must be submitted to 36 the Project Manager and approved byte Project Manager prior to ordering. 711P 37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT USED] 38 1.7 CLOSEOUT SUBMITTALS INOT USED CITY OF FORT WOO ri i liar mon Field Park S f'ANDARD CONS I'RUCTION SP ECIFICA110N DOCUMEN 1"S City Project No.W 167 Revised December 20,2012 n68M-2 WOOD FIBIER PLAYGROUND SURFACE Page 2 of 4 1 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED( 2 1.9 QUALITY ASSURANCE yiwx 3 contactor with all necessary A� The Builder will provide the owner or its designated c 4 licenses prior to start of construction in accordance with U.S.Patents. 5 B. Supplier must provide test results of impact attenuation in accordance with ASTM 6 F1292-93; Standard Specification for Impact Attenuation of Surface Systems Under and 7 Around Playground Equipment. Result must be provided for new material and for 5- 8 year-old material. aer 9 C. Testing must show",g"rating of not more than 155g for the 8"thick cyst ern,or 120g for 10 the 12"system at 12' fall height,and HIC values of less than 1,000 for both new and 8- 11 year-old matenal. 12 D. Product must be wheelchair accessible and meet the requirements oft e 1990 13 Americans with Disabilities Act(ADA)in accordance with AST M PS 3.97. 14 E. The Bidder will provide copies of flammability testing procedures and results using(i) 15 Section 1500.44 of the Federal Hazardous Substance Act,Title 16,Chapter 11, 16 Subchapter C, for rigid and pliable solids,and(ii) 16 CFR Part 1630 Standard for the 17 Surface Flammability of Carpets and Rugs(FF 1-70),Modified Procedure. Tesling 18 should be performed by an independent testing laboratory. 19 R. The Bidder will provide copies of testing procedures and results of(i)new shredded 20 wood fiber,and(ii)shredded wood fiber not less than five years old taken from an 21 existirig site,performed by and independent testing source using the ASTIR F1292-91 22 playground safety surl"itcing standard. 23 G. The Bidder will provide at least three references of 1141111dicapped-accessible playgrounds 24 that have been installed with said surface. 25 1.11 DELIVERY,STORAGE,AND HANDLING 26 A. Delivery and Acceptance Requirements 27 B. Storage and Handling Requirernents 28 C. Packing Waste ManageMent 29 1.12 FIELD (SITE;] CONDITIONS INOT USED] 30 1.13 WARRANTY 31 A. All materials and labor under this Sections all be installed by a contractor authorized 32 by the manufacturer. Safety surface shall be warranted for labor and materials for a amayr 33 period of no less than two years. Written wwri'anty must be submitted by the 34 manufacturer and the authorized installer, 35 PART 2- PRODUCTS 36 2.1 OWNER-FURNISHED INOT USED( 37 2.2 PRODUCT TYEPS AND MATERIALS 17 38 A. Wood Fiber Playground Surfacing 39 1. Surfficing material shall consist of hardwood tree stock in which 80% 40 of material is 1"-11/2""in length X 1/4" to 3/8" diameter maximum 17 C1 f Y OF FORT WORTH Hannon Held Park 9101 S1 ANDA RD CONSTRI K'TION STIE0 FICATION D00 MEN I'S Chy N(4ecl No.0 867 Rev�sc,d December 20,2012 R I�6816-3 WOOD FIBER PILAYGROUND SURFACE Page 3 of'4 I size. A delivery ticket from the mill of origin will be required to verify 2 that material is 100/® hardwood stock. 3 2. The contractor shall be required to submit samples for approval. 4 However, approval shall in no way can acceptance of material 5 delivered to the site in the event the Project Manager finds that the 6 material does not meet specifications. In the event that the material 7 delivered to the project sites is found to be unacceptable, the 8 Contractor shall be required to remove such material off the site and f r 9 provide acceptable material. 10 3. Softwood fibers, standard wood chips, bark mulch,recycled wood I I from pallets or waste wood, shredded or otherwise, twigs, bark, leaf If 12 debris or other organic material incorporated within will not be 13 accepted. kpp 14 4. All material shall be compacted to the depth indicated on plans. 15 16 B. Drainage Fabric 1pw 17 1. Product used shall be FibarFelt, DuraLiner, or aproved equal polyester 18 nonwoven engineering geotextile fabric. 19 2. Bidder will provide enough material to allow for 12" overlap on all 20 seams. 21 22 C. Drainage System iwylt 23 1. 4"diameter ADS perforated pipe with sock installed within the 24 subgrade gravel trench as indicated on plans. 25 2.3 SYSTEMS [NOT USED] 26 2.4 ACCESSORIES [NOT USED] 27 2.5 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3- EXECUTION 29 3®1 INSTALLERS tJto 30 A. Installer List 31 B. Substitution Limitations Poo 32 3.2 EXAMINATION 33 A. Verification of Conditions 34 B. Preinstilation Testing 35 C. Evaluation and Assessment 36 3.3 PREPARATION 37 A. Subgrade Preparation 38 1. The subgrade shall be graded a minimum of I% (percent) max. 2%. All roots, 39 stones,and vegetation shall be removed. IRV p" CITY OF FORTWORTH 113-711011 1 leld Park S I'ANDARD CONS I W 4,1 ION SPECIFICAflON DOCUMEN I S lliopeci No 01167 ReOsed December 20,20A 2 Ins M164 WOOD FIBER PLAYGROUMD SURFA(M Page 4 of 4 1 2. The first 6" of subgrade shall be compacted to at least 95 percent of the dry 2 density as determined by the provisions of A.ASIIT0 or'r 205, as modified 3 in 203.24. 4 3.4 INSTALLATION 5 A. Wood Fiber Playground Surfacing 6 1 Install wood fiber playground surfacing at the depth indicated on plans. 7 (compacted). Contractor shall be responsible for applying additional!material as 8 required in order to maintain safety surface finish elevation and anticipated settling 9 for a period of sixty(60)days following project acceptance. to B. Drainage Fabric I 1 1. Install drainage fabric over drainage aggregate,overlapping all seams by at least 12 12". Cut to fit around equipment as necessary and overlap seams as previously 13 mentioned. 14 C. Drainage System 15 1. Install subdrain trench per plan. 16 2. Cover subgrade with washed stone,3/8"to Vir"diameter. 17 3.5 REPAIRJRESTORATION [NOT USEDI 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USEDI 22 3.10 CLEANING [NOT USEDI 23 3.11 CLOSEOUT ACTIVITIES [NOT USEDI 24 3.12 PROTECTION ]NOT USED] 25 3.13 MAINTENANCE [NOT USED] 17 26 3.14 ATTA("IIMENTS [NOT USED] 27 END OF SECTION JOT 28 Revision Log ....................... DATE NAME SUMMARY OF CHANGE 1..2.A Modified Items to be included in price bidAdded blue text for clarification 12/20/2012 1).Johnson ofimpair width on utility trench repair;Added a I id item for utility service trench repair, 29 CITY OF FORT WORTH Hannon IFuedal Padc _)NSTRUCTION SPECIFICATION DO(A MENTS Cky Piiqeci No W�67 STAN DA RI)0 Rmsed Decembew 20,2042 26050°- COMMON WORK RESULA S FOR F-.',I,FC'f RICA L, Page 11 of 0 SECTION 26 05 00 2 COMMON WORK RESULTS FOR ELECTRICAL 3 PARTI - GENERAL 4 1.1 SUMMARY PUP, r 5 A. Section Includes: 1K 6 1. All labor,materials and equipment required to install,test and provide an 7 operational,electrical system as specified and as shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Revised in its entirety by Electrical Engineer. 10 C. Related Specification Sections include,but are not necessarily limited to: I I L Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2.. Division I - General Requirements 13 1.2 DESCRIPTION 14 A. The general requirements for electrical work are intended to be complementary to and 15 not instead of the General Requirements of the Construction Contract of these 16 Specifications. qtr 17 B. Work Included:Provide complete electrical service where shown on the drawings,as 18 specified herein,and as needed for a complete and proper installation including,but not 19 necessarily limited to the following summary of work: 20 1. Underground secondary electric service. 21 2. Main distribution panelboards. 22 3. Pole mounted sports lighting fixtures and lamps. 23 4. Lighting circuits and controls, is 24 5. Transformers,contactors and timeclocks. 25 6. Wiring devices. 26 7. Branch circuit wiring. 27 8. Pole mounted area lighting 28 9. Other items and services required to complete the systems. 29 1. QUALITY ASSURANCE AND APPLICABLE STANDARDS 3 30 A. Codes:All electrical work shall conform with the requirements and recommendations 31 of the latest edition of the National Electrical Code and all local codes and ordinances. In 32 conflicts between codes,the more stringent requirements shall govern. 33 B. Standards: The specifications and standards of the following organization are by 34 reference made a part of these specifications and all electrical work, unless otherwise 35 indicated, shall comply with their requirements and recommendations wherever 36 applicable: 37 1. Association of Edison Illuminating Companies(A.E.I.C.) Institute of Electrical and 38 Electronic Engineers(I.E.E.E.) lrst Harnion Field Im k 0ty No.0 116 7 260500-2 COMMON WORK RESLUAS I OR I UJ11RICAL Page,2 ofl 0 1 2. American National Standards Institute(A.K.S.I.) 2 1 American Society for,resting and Materials(A.S.T.M.) 01,1911 3 4. Certified Ballast Manufacturers(C.B.M.) 4 5, Electrical Testing Laboratories(E.T.L.) 5 6. Insulated Power Cable Engineers Association(I.P.C.E.A.) 6 T National Bureau of Standards(N.B.S.) 7 8. National Electrical Contractors Associations(N.E.C.A.) 8 9. National Electrical Manufacturer's Association(N.E,.M.A.) Jl 9 10. National Fire Protection Association(N.F.P.A.) 10 IL Radio-Television Manufacturer's Association(R.T.M.A.) 11 12. Reflector Luminaire Manufacturers(R.L.M.) 12 13. Underwriters' 1,aboratories, Inc.(U.L.) 13 1.4 REQUIREMENTS OF REGULATORY AGENCIES 14 A. The requirements and recommendations of the latest edition of the Occupational Safety 15 and Health Act are by reference made a part of these specifications and all electrical work 16 shall comply with their requirements and recommendations wherever applicable. 17 1.5 RELATED WORK SPECIFIED ELSEWHERE 18 A. All other Sections of Division 16. 19 B. All other divisions of the contract documents. Refer to each division's specifications 20 and drawings for all requirements including but not limited to the following 21 1. Section 01110 Summary. 22 2. Section 01300 Administrative Requirements. 23 3. Section 01400 Quality Requirements. 24 4. Section 01500 Temporary Facilities and Controls. 25 5. Section 01700 Execution Requirements. 26 6. Division 2 Site Work. 27 7. Division 3 Concrete Work. 28 1.6 SUBMITTALS 29 A. Comply with pertinent provisions of Section 01300. 30 B. Product Data: Submit the following: 31 1. Materials list of items proposed to be provided under Division 16. 32 2. Manufacturer's specifications and other data needed to prove compliance with the 33 specified requirements. 34 3. Manufacturer's recommended installation procedures which,when reviewed by the 35 Engineer,will become the basis for accepting or rejecting actual installation 36 procedures used on the work. 7 37 C. Submittals required of materials and equipment under this section ii-licludes the 38 following: 39 1. Distribution parielboards. ors 40 2, Branch circuit panelboards. flarmwi 1,weld Pad Ci�v Na 01167 260500 3 COMMON WORK RFSLPLTS FOR i N EC14"RWAL Pape 3 of n 0 1 3. Safety switches. 2 4. Transformers. 5. Circuit breakers. 4 6. Lighting fixtures. 5 7. Lamps. 6 8. Conductors. 7 9. Conduit and fittings. c: 8 10. Cabinets. 9 11. Contactors"relays,timeclocks and controls. 10 12. Wiring devices; receptacles, switches. 11 13. Grounding system. 12 14. Light poles. 13 1.7 SUBSTITUTIONS 14 A. The use of manufacturers' names and catalog numbers followed by the phrase boor 7 15 equal"is generally used to establish a standard of quality and utility for the specified r` 16 items and to provide a dimensional reference for construction documents that are drawn 17 to scale. 18 B. Submittals for"equal"items shall,where applicable, include the following data which 19 are not necessarily required for specified items: 20 1. Performance characteristics. 21 2. Materials. 22 3. Finish. 23 4. Certification of conformance with specified codes and standards. 24 C. Submittals of"equal"components or systems may be rejected if: 25 1. The material or equipment would necessitate the alteration of any portion of the 26 mechanical,electrical,architectural,or structural design. 27 2e Dimensions vary from the specified material or equipment in such a manner that 28 accessibility or clearances are impaired or the work of other trades is adversely 29 affected. rr 30 D. Proposed substitutions for materials or equipment must be submitted ten(10)days prior 31 to final bid date for consideration as approved equals. Otherwise,such substitutions will 32 not be permitted. Proposals for substitutions shall be made only by the bidders. 33 Manufacturers,distributions,and sub-contractors shall not make proposals tot the Owner 34 for substitutions. 35 E. No substitution shall be made unless authorized in writing by the Owner. Should a 36 substitution be accepted,and should the substitute material prove defective or otherwise 37 unsatisfactory for the service intended,and within the guarantee period,the Contractor 38 shall replace this material or equipment with material or equipment,specified,at his own 39 expense,and to the satisfaction of the Owner. 40 F. Contractors submitting bids on substitute materials and equipment must also submit a 41 bid on the"as specified"materials and equipment. yiy�oi�a r rr f/w°anoroa Field B"ewa-k City No 01167 260500-4 COMMON WORK RESUL"I S FOR E"LEC FRICAI Page 4 of W G, Contractom su[)rnitting bids on substitute inaterials and equipment irnust also provide a 2 written performance guarantee certifying that the substitute materials and equipment will 3 produce the specified effects and meet the approval of the Owner. 4 1.8 UTILITIES AND TEMPORARY POWER 5 A. Verify the location and capacity of existing utility set-vices pertaining to work of 6 Division 16. The location and sizes of electrical lines are shown in accordance with data 7 secured from the Owner's survey. Data shown is offered as an estimating guide without 8 guarantee of accuracy. 9 B. Temporary Power: 10 1. Provide temporary power in strict accordance with the provisions of these I I specifications. 12 2. Provide temporary lighting and power system required by the building trades 13 installed in accordance with OSHA requirernents and described in the General 14 Requirements Division 1. 15 1® EXCAVATION AND BACKFILLING 16 A. Perform excavation and backfilling associated with the work in strict accordance with 17 the provisions of these specifications. 18 B. Perform all excavation and backfilling necessary for the installation of the work. This 19 shall include shoring and purnping in ditches to keep them in dry condition until the work ply 20 has been installed. All shoring required to protect the excavation and safeguard 21 employees shall be properly performed. 22 C. All excavations shall be made to the proper depth,with allowances made for floor slabs, 23 forms, beams etc. Ground under conduits shall be well compacted before conduits are 24. installed, 25 D. Exterior conduits shall be installed with a minimum of 24 inches of cover below the 26 finished Trade,unless otherwise indicated or required by local ordinances. All exterior 27 conduit shall be installed with a minimum of 12" of cover below the finished paving 28 grade, unless otherwise indicated or required by local ordinances. 29 E. Backfilling shall be made with selected soil,free from rocks and debris and shall be 30 pneumatically tartmedl with 6 inch layers to secure a field density ratio of 90 percent as 31 defined by AST M Designation 0698-58T(Proctor Soil Compaction Test). 32 F. E'Acavated materials not suitable and not used in the backfill shall be removed from the 33 site., 34 G. Coordinate and verify the locations of all underground utilities. Avoid disturbing these 35 as far as possible. In the event existing utilities are damaged,they shall be repaired at no 36 cost to Owner. 37 H. In a line stabilized area,the lime stabilization shall be fully restored after the excavation 38 is complete. 39 L Replace concrete,curbs, paving and other surface improvements cut during excavation 40 to their original condition, Harvinn T"Yeld Park CeYyNa 01167 260500-5 COMMON WORK RFI'SUL IS FOR ELECTRICAL, Page 5 of�0 1 1010 FS I , SLEEVES AND INSERTS 2 A.. Furnish and install flashings where conduits pass through outside walls. Flashings shall 3 be properly formed to fit around conduit and shall be caulked, with 790 Silicone Building 4 Sealant by Dow Coming Corporation,so as to make a watertight seal between conduit 5 and building. 6 B. Unless otherwise specified, install sleeves for each conduit where it may pass through 7 interior walls or floors. Galvanized 22 gauge sheet iron sleeves shall be used. Finish 8 flush with each finished wall surface. In pipe chases,they shall extend 1-1/2" above the 9 floor slab and be watertight cemented. The sized of sleeves shall be such as to readily 10 pen-nit the subsequent insertion of the proper size conduits of raceways. 11 C.. The conduits and raceways that pass through concrete beams or walls and masonry 12 exterior walls shall be provided with galvanized wrought iron pipe sleeves. The inside 13 diameter of these sleeves shall be at least 1/2 inch greater than the outside diameters of the 14 service pipes.After the pipes are installed in these sleeves,fill the annular space between 15 pipes and sleeves with 790 Silicone Building Sealant by Dow Coming Corporation. The 16 completed installation shall be watertight. 17 D. All roof penetrations shall be provided with counter flashings arranged to provide a 18 weatherproof installation. 19 E. Penetration through walls floors and ceilings shall be done in such a manner to maintain 20 the integrity of the fire rating of the respective wall, floor or ceiling. 21 1.11 CUTTING AND PATCHING 22 A. Perform cutting and patching associated with the work in strict accordance with the 23 provisions of these specifications and the following: 24 1. Coordinate work to minimize cutting and patching of work. 25 2. Use adequate number of skilled workmen who are thoroughly trained and 26 experienced in the necessary crafts and who are completely familiar with the 27 specified requirements and the methods needed for proper performance of the work. 28 3. Request for Architect's Consent: 29 a. Prior to cutting which affects structural safety,submit written request to the 30 Architect for permission to proceed with cutting. 31 b. Should conditions of the work,or schedule indicate a required change of 32 materials or methods for cutting and patching, so notify the Architect and 33 secure his written permission and the required change order prior to proceeding. 34 4. Perform cutting by methods which will prevent damage to other portions of the 35 work and provide proper surfaces to receive installation of repair and new work. 36 5. Perform fitting and adjusting of products to provide finished installation complying 37 with the specified tolerances and finishes. 38 1.12 ACCESS DOORS 39 A. Provide stamped steel access doors at each location where access is required for 40 junction boxes,pull boxes,outlet boxes and conduit boxes that contain electrical wiring. 41 Access doors shall be fully insulated complete with mounting flange, double thickness 42 door,cam latch,gasket,and retaining wire. No tools shall be required to open the access 00 43 door. Harmon Field Park 0ny Nro.01167 fill", 260500 6 COMMON WORKRESULIS FOR r ECIRICAL Page 6 of�0 311, I B. The minimum size of each access door shall be sufficient to provide adle(luate access for 2 the iritended purpose of installation. 3 C. Access door finish shall match adjacent architectural finishes. 4 D. Provide access doors equal to Nailor-l-lart,Industries,Inc.,series 0800. mil 5 E. Access doors shall be coordinated with the architect prior to installation. 6 1.13 SURFACE CONDITIONS 7 A. Exarnine the areas and conditions under which work of this section will be performed. 8 Work required to correct conditions detrimental to timely and proper completion of the 9 work shall be included asp of the work of this section, Do not proceed until 10 unsatisfactoi-y conditions are corrected, 11 1.14 CONSTRUCTION REQUIREMENTS 12 A. The drawings show thearrangernents of work. Should prqject conditiol'is necessitate 13 t°earrangernent,or if the materials or equipment can be installed to a better advantage in a 14 different manner,the Contractor shall,before proceeding with the work,prepare and 15 submit five copies of Drawings of the proposed arrangement for the Engineer's review. 16 B. Should the Contractor propose to install equipment requiring space conditions other 17 than those showrii,or rearrange the equipment,he shall assume responsibility for the 18 rearrangement of the space and shall have the Engineer review the change before 19 proceeding with the work. The request for such a change shall be accompanied by shop 20 drawings of the space in question. 21 C. This Contractor shall be responsible for the proper location and size of all slots,holes, 22 or openings in the building structure pertaining to his work,and for the correct locations 23 of pipe sleeves. 24 1.15 PREPARATION AND COORDINATION 25 A. Perl'orm coordination work in strict accordance with provisions of these specifications 26 and the following: 27 1. Coordinate as necessary with other trades to assure proper and adequate provision 28 for interface with the work in this Section. 29 2. Coordinate the installation of electrical items with the schedule for work of other 30 trades to prevent unnecessary delays in the total work. 31 3. Where lighting fixtures and other electrical items are shown in conflict with 32 locations of structural mernbers and mechanical or other equipment,provide 33 required supports and wiring to clear the encroachment. 34 4. Install all power and control wiring for the installation of equipment funlished 35 under Division 15 sections of work. The Contractor shall furnish all disconnect 36 switches and other equipment as required for the proper operation of the equipment rri 37 unless such equipment is specified to be factory uncounted. 38 5. Coordinate equipment changes from those scheduled or specified with work 39 affected. Additional compensation to other trades for equipinent changes are the 40 responsibility of the Contractor making.the changle. Harmon)"feld 110111 (703,N(x 01167 260500-7 COMMON WORK RESULTS FOR ELI l RI AL Page 7 of']0 I B. Data indicated on the drawings and in these specifications are as exact as could be opk 2 secured, butt eir absolute accuracy is not warranted. The exact locations,distances, 3 levels, and other conditions will be governed by actual construction and the drawings and 4 specifications should be used only for guidance in such regard. 5 C. Where outlets are not specifically located on the drawings, locate as determined in the p 6 field by the Architect. Where outlets are installed without such specific direction, 7 relocate as directed by the Architect and at no additional cost to the Owner. 8 D. Field verify all measurements. No extra compensation will be allowed because of 9 differences between work shown on the drawings and actual measurements at the site of 10 construction. 11 E.. Branch circuit wiring and arrangement of home runs have been designed for maximum 12 economy consistent with adequate sizing for voltage drops and other considerations. 13 Install the wiring with circuits arranged exactly as shown on the drawings,except as 14 otherwise approved in advance by the Engineer. 15 F. The electrical drawings are diagrammatic,but are required to be followed as closely as 16 actual construction and other work will permit. 17 1.16 PROJECT RECORD DOCUMENTS 18 A. Provide project record documents associated with the work of Division 16 in strict 19 accordance with the provisions oft ese specifications. 20 B. Throughout progress of the Division 16 Work,maintain an accurate record of changes 21 in the contract documents that apply to work of Division 16. 22 C. Delegate the responsibility for maintenance of record documents to one person on the K 23 Contractor's staff as approved by the Architect. 24 D. Accuracy of Records: 25 1. Thoroughly coordinate changes within the record documents,making adequate and 26 proper entries on each page of specifications and each sheet of drawings and other 27 documents where such entry is required to show the change properly. 28 2. Accuracy of records shall be such that future search for items shown in the contract 29 documents may rely reasonably on infori-nation obtained from the approved 30 project record documents. 31 E. Maintain the job set of record documents completely protected from deterioration and 32 from loss and damage until completion of the work and transfer of all recorded data to the 33 final project record documents. 34 F. Making Entries on Drawings: 35 1. Using an erasable colored pencil(not ink or indelible pencil), clearly describe the 36 change by graphic line and note as required. 37 2. Date all entries. 38 1 Call attention t o t he entry by a"cloud"drawn around the area or areas affected. 39 4. In the event of overlapping changes,use different colors for the overlapping 40 changes. 41 5. Make entries within 24 hours after receipt of information that the change has 42 occurred. 43 G. Conversion of Schematic Layouts- Harmon k"ield Park City No 01167 260500-8 COMMON WORK RESULIS FOR FLECIRICAL Page 8 of'10 1114, I I w In some cases on the drawings,arrangements of conduits,circuits,and similar 2 items,are shown schematically and are not intended to portray precise physical 3 layout. Final physical arrangement.is determined by the Contractor, subject to the 4 Engineer's approval. However,design of future modifications of the facility may 5 require accurate information as to the final physical layout of items which are 6 shown only schematically on the drawings. 7 2. Show on the job set of record drawings,by dimension the centerline of each run of 8 items such as all sleeves and conduit below grade, in walls,or in the concrete slab. 9 A surface mounted device indicates the exact location: 10 a. Clearly identify ify the item by accurate note such as"'Rigid Conduit"and the like. 11 b. Show,by symbol or note,the vertical location of the item"under slab,""in 12 ceiling plenum,""exposed,"and the like. 13 c. Make all identification sufficiently descriptive that it may be related reliably to 14 the specifications. 15 H. Final 11roJect Record Documents: 16 1. The purpose of the final project record documents is to provide factual information 17 regarding all aspects of the work,both concealed and visible,to enable future 18 modillication of the work to proceed without lengthy and expensive site 19 measurement,investigation and examination. 20 2. Present a clean,neat set of reproducible mylars showing"as-build"conditions in 21 accordance with the requirements of this paragraph"Project Record Documents".. 22 1.17 OPERATION AND MAINTENANCE DATA 23 A. Submit two copies of preliminary draft of the proposed manual or manuals to the 24 Engineer for review and comments,, 25 B. Unless otherwise directed in other sections, or in writing by the Architect,submit three 26 copies of the final manual to the Architect prior to indoctrination of operation and 27 maintenance personnel. 28 C. Where instruction manuals are required to be submitted under other sections of these 29 specifications,prepare in accordance with the following, 30 31 Formal- 32 Size: 8 1/2"x 11'" 33 Paper, White bond,at least 20 lb. Weight 411111111 34 Text- Neatly written or printed 35 36 Drawings: 11 in height preferable;bind in with text;foldout acceptable-, larger 37 drawings acceptable but fold to fit within the manual and provide a 38 drawing pocket inside rear cover or bind in with text. 39 40 1'Iysheets: Separate each section of manual with neatly prepared flysheets briefly 41 describing contents of the ensuing section; flysheets may be in color, 42 43 Bindings- Use heavy-duty plastic or fiber-board covers with binding rnechanism 44 concealed inside the manual;3-ring binders will be acceptable- all 45 binding is subject to the Architect's approval. 46 Harmon 1,ield Park. Cqyft, 01167 rr 26 05 00-9 COMMON WORK RESULTS FOR ELICIRICAL, Page 9 oH 0 I Measurements: Provide all measurements in U.S. standard units such as feet-and- 2 inches, lbs,and cl`m; where items may be expected to be measured 3 within ten years in accordance with metric formulae, provide 4 additional measurements in the"International System of t3nits"(SI). 5 6 D. Provide front and back covers for each manual, using durable material approved by the 7 Architects, and clearly identified on or through the cover with at least the following 8 information: 71, 9 10 OPERATING AND MAINTENANCE INSTRUCTIONS 11 12 Name and Address of Work . ............... .......... 13 14 General subject of this manual 15 16 Space for approval signature of the engineer and approval date 17 18 E. Contents.Include at least the following: 19 1. Neatly typewritten index near the front of the Manual,giving immediate 20 information as to location within the manual of all emergency information 21 regarding the installation. 22 2., Complete instructions regarding operation and maintenance of all equipment 23 involved including lubrication, disassembly, and reassembly. 24 3. Complete nomenclature of all parts of all equipment. 25 4. Complete nomenclature and part number of all replaceable parts, name and address 26 of nearest vendor and all other data pertinent to procurement procedures. 27 5. Copy of all guarantees and warranties issued. 28 6. Manufacturer's bulletins,cuts,and descriptive data, where pertinent,clearly 29 indicating the precise items included in this installation and deleting, or otherwise 30 clearly indicating, all manufacturers' data with which this installation is not 31 concerned. 32 T Such other data as required in pertinent sections oft ree specifications. Div 33 1.18 EQUIPMENT FOUNDATIONS 34 A. Provide equipment foundations associated with the work of Division 16 in accordance 35 with the provisions of these specifications. 36 B. Provide concrete bases for main switchboard,distribution panels, and floor mounted 37 transformers. Bases shall be four inches(4")above finished floors or grades(unless 38 otherwise noted)and shall protrude two inches(2")beyond all sides of equipment and 39 shall have exposed chamfered edges. Construct bases from ready-mixed hardrock 40 concrete,AST M C94, reinforced with 913 rebars,AST M A615, Grade 40, at 18" on center 41 each way. 42 C. Field verify exact location of outdoor pad mounted electrical equipment with the 43 Architect. Supply necessary fill and grade site to provide natural drainage away from yyyr 44 equipment. Harmon Fyeld Park Cily No.0116 7 MIRY 260500-10 COMMON WORK RESULTS FOR 1111C I WCAL Page 10 of 10 1 1.19 PAINTING 2 A.. All equipment shall be delivered to the job with suitable factory finish. Should the 3 finish be damaged in transit or during the installation, it shall be finished to match 4 appearance of original finish. 5 1.20 TESTING AND INSPECTION 6 A. Provide personnel and equipment.,make required tests,and secure required approvals 7 from the Architect and governmental agencies having jurisdiction. 8 B. Make written notice to the Architect adequately in advance of each ofthe 1`61lowing 9 stages of construction: 10 1. When all rough-in is complete,but not covered. 2. At completion of the work of this section. 12 3. In the underground condition prior to placing backfill, concrete floor slab,and 13 when all associated electrical work is in place. 14 C. When material or workmanship is found to not comply with the specified requirements, 15 remove the noncomplying items from the job site and replace them with items complying 16 with the specified requirernents at no additional cost to the Owner. This shall be 17 performed within 3 days after receipt of written notice of noncompliance. 18 D. In the Architect's Presence- 491 19 1., 'rest all parts of the electrical system and prove that all such items provided under 20 this section function electrically in the required manner. 21 1.21 PROJECT COMPLETION mm!g 22 A. Upon completion of the work of this seo ion,throughly clean all exposed portionis of the 23 electrical histallatiori,removing all traces of soil, labels,grease,oil,and other foreign 24 material,and using only the type cleaner recommended by the manufacturer of the item 25 being cleaned. 26 B. Thoroughly indoctrinate the Owner's operation and maintenance personnel in the 27 contents of the operations and maintenance manual required to be submitted as part of 28 this section of these specifications. 29 C. All new fighting fixtures shall be operational at final inspection including replacing all 30 lamps that do not operate. 31 END OF SECTION 32 Harmon Field Park Celt'No.01167 Pop 2605 n9-I IMF WIRE AND CABLE Page o SECTION 26 05 19 2 WIRE AND CABLE 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The general provisions of the contract, including General and Supplementary 7 Conditions,apply to the work specified in this Section. 8 B. Related Specification Sections include,but are not necessarily limited to: 9 1. All other Sections of Division 26. 10 2. All other Divisions of the Contract Documents. Refer to each Division's I I Specifications and Drawings for all requirements, including but not limited to the 12 following; 13 a. Section 26 05 33 -Raceways and Fittings. 14 1.2 SCOPE 15 A. Provide all equipment,materials,labor,supervision, and services necessary for or 6 16 incidental to the installation of conductors as indicated on the Drawings and/or as 17 specified. 18 B. Work included: 19 1. Wire. 20 2. Cable. 21 3. Wiring connections and terminations. 22 4. Underground wire installed in conduit. 23 1.3 QUALITY ASSURANCE 24 A. When requested,provide the Architect with manufacturer's certificate that materials 25 meet or exceed minimum requirements as specified. 26 PART 2 - PRODUCTS 27 2.1 CONDUCTORS 28 A. Provide conductors made of soft-drawn annealed copper with conductivity not less than 29 that of 98%pure copper-,Anaconda,Triangle Cable Company,or approved equal. 30 B. Building Wire: 31 1. Thermoplastic-insulated building wire:N WC 5. 32 2. Feeders and branch circuits: Copper,stranded conductor, 600 volts insulation, 33 THIIN/THWN. 34 3.. Control circuits: Copper, stranded conductor 600 volt insulation,TH14N/THW-N. Harmon Field Park 0 v No.01167 26 05 �9-2 WIRE AND CABL.E Page 2 of 3 1 4. Use the following color code system: 2 74 --120/208 Volt 277/480 Volt System System Phase A Black Brown Phase B Red Orange Phase C Blue Yellow Neutral White Gray Ground Green Green 3 PART 3® EXECUTION 4 3.1 GENERAL WIRING METHODS 100111 5 A. Use no wire smaller than 12 AWG for power and lighting circuits, and no smaller than 6 20 AWG for control wiring. 7 B. Unless indicated otherwise on the contract drawings,use 10 AWG conductor for 20 8 ampere, 120 volt branch ampere,277 volt branch circuit home runs longer than 200 feet. 9 C. Place an equal number of conductors for each phase of a circuit in same raceway or 10 cable. 4 I I D. Splice only in function or outlet boxes. 12 E. Neatly train and lace wiring inside boxes,equipment,and panelboards. 13 F. Make conductor lengths for parallel circuits equal. 14 3.2 WIRING INSTALLATION IN RACEWAYS 15 A. Pull all conductors into a raceway at the same time. 16 B. Install wire in raceway after interior of building has been physically protected from the 17 weather,and all mechanical work likely to injure conductors has been completed. 18 C. Completely and thoroughly swab raceway system before installing conductors. 19 3.3 CABLE INSTALLATION 20 A.. Provide protection for exposed cables where,subject to damage. 21 B. Plenum rated cable above ceilings shall be routed in neat and workmanship manner, 22 bundle cables together with cable ties and route parallel to building walls and structure. 23 Support.bundles from walls or structure,not from equipment. 24 C. Support cables above accessible ceillings;do not rest on ceiling tiles. Use spring metal 25 clips or metal cable ties to support,cables from structure. Include bridle rings or drive 26 rings. l� 27 D. Use suitable cable fttin s and connectors. My 9 28 3.4 WIRING CONNECTIONS AND TERMINATIONS 29 A. Splice only inaccessible junction boxes.. Hannon Field Park, 7�y No 0116 7 2605 A9-3 4vME AND G"ABLL Page 3 or 3 I B., Use solderless pressure connectors with insulating covers for copper wire splices and 2 taps, 8 AWG and smaller. 3 C. 1..lse split bolt connectors for copper wire splices and taps, 6 AWG and larger. Tape 4 uninsulated conductors and connectors with electrical tape to 150 percent of the ' 5 insulation value of conductor. i 6 D. Thoroughly clean wires before installing lugs and connectors. 7 E. Make splices,tape, and terminations to carry full capacity of conductors without r, perceptible temperature rise. 9 F. Terminate spare conductors with electrical tape. 10 3.5 FIELD QUALITY CONTROL J' 11 A. Field inspection and testing will be perforrned under applicable provisions of Division 1 12 and Division 16. 13 B. Inspect wire and cable for physical damage and proper connection. 14 C. Torque test conductor connections and terminations to manufacturer's recommended 15 values. 16 D. Perform continuity test on all power and equipment branch circuit conductors. Verify 17 proper phasing of all connections. 18 3.6 WIRE AND CABLE INSTALLATION SCHEDULE 19 A. All locations:Building wire in raceways. 20 END OF SECTION 21 a �ioa J f, Harmon Field Park 00 No 0 116 7 � � This page is intentionally dank � � � � � � � � . � � � � . � � � : 260526-1 SECONDARY GROUNIANG Page of'2 SECTION 26 05 26 2 SECONDARY GROUNDING POO 3 PART I GENERAL 4 1.1 RELATED DOCUMENTS 5 A. The general provisions of the contract, including General and Supplementary 6 Conditions, apply to the work specified in this Section. 7 1.2 RELATED WORK SPECIFIED ELSEWHERE 8 A. All other Sections of Division 26. 9 B. All other Divisions of the Contract Documents. Refer to each Division's Specifications 10 and Drawings for all requirements 11 1.3 SCOPE 12 A. Provide all equipment, materials, labor,supervision,and services necessary for or 13 incidental to the installation of electrical systems grounding as shown or indicated on the 14 Drawings and/or as specified. 15 B. Work included: 16 1. Power system grounding. 17 2. Electrical equipment and raceway grounding and bonding. 18 1.4 SUBMITTALS 19 A. Submit for approval: 20 1. Material list of items proposed to be provided as part of the work of this section. 21 2. Proposed method of grounding, including drawings indicating location and sizes of 22 grounding materials. 23 1.5 QUALITY ASSURANCE 24 A. When requested, provide the Architect with manufacturer's certificate that materials 25 meet or exceed minimum requirements as specified. 26 PART 2 - PRODUCTS ti 27 2.1 MATERIALS 28 A. Provide electrical grounding system indicated with assembly of materials, including but 29 not limited to: 30 1. Wires and cables. 31 2. Connectors. 32 3. Terminals. 33 4, Ground rods. 34 5. Bonding jumper braid. 35 6. Surge arrestors. Harmon heldhirk (,WyNo. 01167 260526-2 SFCONDARY GROUNDING' T Page 2 of 2 I B. Where materials or components are not indicated,provide products complying with 2 NEC,U1,, IEEE,and established industry standards for'applications indicated. 3 C. Ground Rods: Copper-encased steel,3/4" diameter, minimum length 8 feet. 4 PART 3- EXECUTION 5 3.1 INSTALLATION 6 A. Install electrical grounding systems in accordance with applicable plicab e portions of NEC 7 with NECA's"Standard of Installation,"and in accordance with recognized industry 8 practices to ensure that products comply with requirements and serve intended functions. 9 B. Provide a separate, insulated equipment grounding conductor in feeder circuits. 10 Terminate each end on a grounding lug,bus,or bushing., I I C. Connect grounding electrode conductors to metal water pipe using a suitable ground 12 clarnp. Make connections to flanged opening at street side of flange. Provide bonding 13 jumper around water meter, 14 D. Supplementary Grounding Electrode: Use driven ground rod in main service equipment 141, 15 areas. 16 E. Ground all handrails, ladders and pool structural steel to ground ring. Use minimurn #8 17 bare copper buried ground condiictors. 18 F. Use minimum 6 AST G copper conductor for communications service grounding 19 conductor. Leave 10 feet slack conductor at terminal board. OR 20 G. Provide grounding and bonding at Utility Company's metering equipment in 21 accordance with Section 16420. 22 3.2 FIELD QtJALITY CONTROL 23 A. Inspect grounding and bonding systems conductors and connections for tightness and 24 proper installation. 25 B. Measure ground resistance from system neutral connection at service entrance to 26 convenient ground reference point using suitable ground testing equipment. Resistance 27 shall not exceed 5 ohms. 28 END OF SECTION Harnion Field Park (7i?v No.01167 26 05 33- RACEWAYS AND BOXES !p Page I of4 I I SECTION 26 05 33 2 RACEWAYS AND BOXES 3 PART I - GENERAL 4 1.1 RELATED DOCUMENTS 5 A. The general provisions of the contract, including General and Supplementary 6 Conditions, apply to the work specified in this Section. 7 1.2 RELATED WORK SPECIFIED ELSEWHERE 8 A. All other Sections of Division 26. Op 9 B. All other Divisions of the Contract Documents. Refer to each Division's Specifications 10 and Drawings for all requirements 11 1.3 SCOPE 12 A. Provide all equipment,materials, labor,supervision,and services necessary for or 13 incidental to the installation of a complete and operating electrical raceway system as 14 indicated on the Drawings and/or as specified. 15 B. Work included: 16 1. Rigid metal conduit and fittings. 17 2. Electrical metallic tubing and fittings. 18 3. Flexible metal conduit and fittings. 19 4. Liquid tight flexible metal conduit and fittings. 20 5. Non-metallic conduit and fittings. ,V 21 6. Pull and Junction Boxes 22 1.4 QUALITY ASSURANCE 23 A, When requested, provide the Architect with manufacturer's certificate that materials 24 meet or exceed minimum requirements as specified. 25 PART 2- PRODUCTS 26 2.1 CONDUITS AND FITTINGS 27 A. Provide metal conduits,tubing, fittings,and couplings of types,grades,sizes, and 28 weights(wall thicknesses)for each service indicated. Where types and grades are not !7 29 indicated, provide proper selection determined by installer to fulfill wiring requirements r 30 and comply with applicable portions of NEC for raceways. 31 B. Rigid Metal Conduit and Fittings: 32 L Rigid steel conduit: ANSI C80.1. 33 2. Fittings and conduit bodies: ANSMEMA FB 1;threaded type,material to match 34 conduit. 35 C. Electrical Metallic Tubing(EMT)and Fittings. 36 1. EMT: ANSI C80.3 galvanized tubing. Harmon field I'm A No,0116 7 '7 260533-.2 IUCEWAYS AND BOXES Page 2 of 4 1 2. FittAngs and Conduit Bodies- ANSUNEMA FB 1: steel compression type. 2 D. Flexible Metal Conduit and Fittings: 3 1, Conduit- FS WW-0566;steel. 4 2. Fittings and Conduit Bodies-ANSUNEMA FB 1. 5 E. Liquidtight Flexible Conduit and Fittings: 6 1. Conduit: Flexible metal conduit with PVC jacket. 7 1 Fittings and Conduit Bodies:ANSI/NEMA FB 1. 8 F. Plastic Conduit and Fittings.- 9 1. Conduit- NEMA TC 2; Schedule 40 PVC. '71 10 2. Fittings and Conduit Bodies:NEMA TC 3. 11 G. Pull and Junction Boxes: 12 1. Sheet metal boxes:ANSUNEMA OS 1;galvanized steel. 13 2. Sheet metal boxes larger than 12 inches in any dimension:Hinged enclosure in 14 accordance with Section 16160. 15 3. Cast metal boxes for outdoor and wet location installation NEMA 250;Type 4 and 16 Type 6, flat-flanged,surface-mounted junction box,UL listed as raintight. 17 Galvanized cast iron or cast aluminum box and cover with ground flange,neoprene 18 gasket,and stainless steel cover screws. 19 4. Cast concretel boxes for underground installations:NEMA 250 Type 4,outside 20 flanged,recessed cover box for flush mounting,UL listed as raintight. Galvanized 21 cast iron or cast aluminum box and plain cover with neoprene gasket and stainless NOR 22 steel cover screws. T 23 2.2 CONDUIT SUPPORTS 24 A. Conduit Clartips,straps and supports: Steel or malleable iron. 25 PART 3- EXECUTION! 26 3.1 CONDUIT SIZING,ARRANGEMENT,AND SUPPORT 27 A. Size of conduit shall be as scheduled on the drawings or sized for conductor type 28 installed,whichever is larger. 29 B. Arrange conduit to maintain headroom and Present a neat appearance.. 30 C. Route exposed conduit and conduit above accessible ceilings parallel and perpendicular 31 to walls and adjacent piping., 32 D. Maintain minnnurn 6 inch clearance between conduit and piping. Maintain 12 inch 33 clearance between conduit and heat sources such as flues,steam pipes, and heating. 34 E. Arrange conduit supports to prevent distortion of alignment by wire pulling operations. 35 Fasten conduit using galvanized straps,lay-in adjustable hangers,clevis hangers,or 36 bolted split stamped galvanized hangers, 37 F. Group conduit in parallel runs where practical and use conduit rack constructed of steel 38 channel with conduit straps or clamps. Harmon Field]lark No,01 E6 7 Aniq 260533-3 RACEWAYS AND BOXES Page 3 of 4 1 G.. Do not fasten conduit with wire or perforated pipe straps. Remove all wire used for 77 2 temporary conduit support during construction, before conductors are pulled. 3 3.2 CONDUIT INSTALLATION 4 A. Cut conduit square using a saw or pipecutter;de-burr cut ends. 5 B. Bring conduit to the shoulder of fittings and couplings and fasten securely. 6 C. Use conduit hubs for fastening conduit to cast boxes,and for fastening conduit to sheet 7 metal boxes in damp or wet locations. 8 D. Install no more than the equivalent of three 90-degree bends between boxes. 9 E. I..)se conduit bodies to make sharp changes in direction,as around beams. 10 F. Use hydraulic one-shot conduit bender or factory elbows for bends in conduit larger 11 than 2 inch size. 12 G. Avoid moisture traps where possible;where unavoidable,provide junction box with 13 drain fitting at conduit low point. 14 H. I..)se suitable conduit caps to protect installed conduit against entrance of dirt and 15 moisture. 16 1. Provide No.. 12 AWG insulated conductor or suitable pull string in empty conduit. 17 J. Install expansion joints where conduit crosses building expansion joints and for seismic 18 considerations. 19 K. Where conduit penetrates fire-rated walls and floors,provide mechanical firestop 20 fittings with UL listed fire rating equal to wall or floor rating. Seal opening around 21 conduit with III, listed foamed silicone elastomer compound. 22 L. Route conduit through roof openings for piping and ductwork where possible; 23 otherwise route through roof jack with pitch pocket, 24 M. Maximum size conduit in slabs above grade: 3/4 inch. 25 N. Use PVC-coated rigid steel factory elbows for bends in plastic conduit runs longer than 26 100 feet or in plastic conduit runs which have more than two bends regardless of length. 27 O. Make joints in accordance with manufacturer's written instructions. to 28 P. Provide plastic warning tape for underground conduit installation. 29 3.3 CONDUIT INSTALLATION SCHEDULE MOP 30 A. Underground installations more than two feet from foundation wall: Schedule 40 plastic 31 conduit. r 32 B. Installations in or under concrete slab, or underground within two feet of foundation t. 33 wall: Rigid steel conduit. 34 C. In slab above grade; Rigid steel conduit. 35 D. Exposed outdoor locations: Rigid steel conduit or EMT with weathertight fittings. 36 E. Wet interior locations: Electrical metallic tubing with weathertight fittings. 37 F. Concealed dry interior locations: Electrical metallic tubing. 38 G. Exposed dry interior locations. Electrical metallic tubing. Ifill mon Field Park 0y No. 01167 260533 4 RACEWAYS AND BOXES Page 4 ol 4 H. Where allowed by local authorities having.jurisdiction, PVC schedule 40 maybe 2 installed in exposed 10C)Aions at the filtration area of building 8,Operations. 3 3.4 PULL AND JUNCTION BOX INSTALLATION 4 A. Locate pull boxes and Junction boxes above accessible ceilings or in unfinished areas. 5 B. Suppc)rt pull and junction boxes independent of conduit. 6 C. Set underground pull and Junction boxes level and flush with finished grade, 7 D. provide coverplates for all.junction boxes. 8 E. Indicate on cover plates, with permanent marker,circuits contained within junction 9 boxes. 10 END OF SECTION ro Harmon Field Park 08yNa 01167 260543-1 UNDERGROUND ELECTRIC SERVICE t"", Page 1 of'2 Alta 1 SECTION 26 05 43 2 UNDERGROUND ELECTRIC SERVICE 3 PARTI - GENERAL 4 1.1 RELATED DOCUMENTS 5 A. The general provisions of the contract, including General and Supplementary 6 Conditions, apply to the work specified in this Section. j rr 7 1.2 RELATED WORK SPECIFIED ELSEWHERE 8 A. All other Sections of Division 26. 9 B. All other Divisions of the Contract Documents. Refer to each Division's Specifications 10 and Drawings for all requirements, including but not limited to the following. 11 1.3 SCOPE 12 A. Provide all equipment,materials, labor,supervision,and services necessary for or 13 incidental to the installation of a complete underground electric service as shown or 14 indicated on the Drawings and/or as specified. 15 B. Work included: 16 1. Conduit 17 2. Conductors 18 1.4 QUALITY ASSURANCE 19 A. When requested,provide the Architect with manufacturer's certificate that materials 20 meet or exceed minimum requirements as specified. 21 PART 2- PRODUCTS 22 2.1 EQUIPMENT yyry 23 A. Conduit: 24 B. Conductors. 25 C. Cable Lugs: Suitable for the application. 26 PART 3- EXECUTION 27 3.1 INSTALLATION 28 A. Provide adaptation from conduit to fiber duct. 29 B. Slope service to drainage point. 30 C. Terminate service conduit in main distribution panelboard with grounding bushing. 31 Make ground connection from bushing to distribution centers ground bus. 32 D. Terminate service conduit at pole mounted transocket with grounding bushing. Make 33 ground connection from bushing to transformer housing or ground bus. Harmon Field Park (.i F No.0116 7 260543-2 UNDERGROUND ELECTRIC SERVICE Page 2 of 2 1 3.2 SERVICE INSTALLATION 2 A. Provide conduit and trench from property line to pole mounted transformer. 3 END OF SECTION Harmon Field Park C'irw No.01167 26 05 53- I r F1J_',C'J'R1('A L IDENI'l F ICA 110N V111 Page 11 of 2 SECTION 26 05 53 2 ELECTRICAL IDENT11"1CATION 3 PARTI - GENERAL 4 1.1 RELATED DOCUMENTS 5 A. The general provisions of the contract, including General and Supplementary 6 Conditions,apply to the work specified in this Section. 7 1® RELATED WORK SPECIFIED ELSEWHERE, 8 A. All other Sections of Division 26. 9 B. All other Divisions of the Contract Documents, Refer to each Division's Specifications 10 and Drawings for all requirements. 11 1.3 SCOPE ynrr 12 A.. Provide all equipment, materials, labor,supervision,and services necessary for or 13 incidental to the installation of identilicatiori for electrical equipment as shown and/or as 14 specified. 15 B. Work included: 16 1. Nameplates and tape labels. 17 2. Wire and cable markers. 18 3. Buried conduit markers. 19 4. Junction and pull box identifications. 20 1.4 QUALITV ASSURANCE 21 A. When requested, provide the Architect with manufacturer's certificate that materials 22 meet or exceed inininium requirements as specified. 23 PART 2® PRODUCT'S 24 2.1 MATERIALS 25 A. Nameplates- Engraved three-layer laminated plastic white letters on a black 26 background. 27 B. Wire and Cable Markers: Cloth markers, split sleeve,or tubing type. 28 C. Buried onduit Marker. Continuous printed plastic tape. 29 PART 3- EXECUTION OR 30 3.1 INSTALLATION 31 A. Degrease and clean surfaces to receive narnefflates. 32 B. Install naineplales parallel to equiptrient lines. Harmon Feeld Park Om No 01167 rural 26 05 53- C I LC I RICAL I DEN 1"IFICATION Page 20 2 I C. Secure naineplittes to equipment fronts using screws, Secure nameplate to inside face 2 of recessed panelboard doors in finished locations. 3 3.2 WIRE IDENTIFICATION 4 A. Provide wire in ark ers on each cm 0 ucti)r in panel board gutters,pull boxes,and j 2609 g9-1 CONIFACTORS Page off 2 SECTION 26 09 19 2 CONTACTORS Ph 3 PARTI - GENERAL 4 1.1 RELATED DOCUMENTS 5 A. The general provisions of the contract, including General and Supplementary 6 Conditions,apply to the work specified in this Section. 7 1.2 RELATED WORK SPECIFIED ELSEWHERE 8 A. All other Sections of Division 26, 9 B. All other Divisions of the Contract Documents. Refer to each Division's Specifications 10 and Drawings for all requirements. 11 1.3 SCOPE 12 A. Provide all equipment, materials, labor,supervision,and services necessary for or 13 incidental to the installation of contactors as shown or indicated on the Drawings and/or 14 as specified. 15 B. Work included: 16 1. Lighting contactors. 17 2. Enclosures. 18 1.4 QUALITY ASSURANCE 19 A. When requested, provide the Architect with manufacturer's certificate that materials 20 meet or exceed minimum requirements as specified. 21 PART I- PRODUCTS 22 2.1 GENERAL 23 A. Provide only materials that are new,of the type and quality specified. Where 24 Underwriter's Laboratories, Inc.have established standards for such materials, provide 25 only materials bearing the UL label. 26 2.2 ACCEPTABLE MANUFACTURER 27 A. The contactors shall be Cutler-Hammer or approved equal as manufactured by Square 28 D Company or General Electric Company, 29 2.3 LIGHTING CONTACTORS 30 A. Contactors: NEMA ICS 2:electrically held, 2 wire control. 31 B. Coil Operating Voltages: 1201277 or 480 volts,60 Hertz. 32 C. Contacts: As indicated on drawings. 33 D. Enclosure- ANSI/NEMA ICS 6: Type 3R. 34 E. Provide solderless pressure wire terminals. 11a"non I Ie/d Pal k (Wy No,0116 7 26 09 19-2 CON TACI ORS Page 2 of 2 I PART 3- EXECUTION 2 3.1 INSTALLATION 3 A. Install in accordance with manufacturer's instructions. 4 END OF SECTION Mf Harmon Field Park rteyNo 01167 Oil 26 22 00 rRANSFORMERS Page 11 of'4 SECTION 26 22 00 2 TRANSFORMERS 3 PART I ® GENERAL 4 1.1 RELATED DOCUMENTS 5 A. The general provisions of the contract, including General and Supplementary 6 Conditions, apply to the work specified in this Section. 7 1.2 RELATED WORK SPECIFIED ELSEWHERE 8 A. All other Sections of Division 26. 9 B. All other Divisions of the Contract Documents. Refer to each Division's Specifications 10 and Drawings for all requirements. 11 1.3 SCOPE 12 A. Provide all equipment,materials, labor,supervision,and services necessary for or 13 incidental to the installation of power transformers as shown or indicated on the 14 Drawings and/or as specified. 15 B. Work included: 16 1. Dry type transformers. (Primary less than 600 volts.). 17 1.4 QUALITY ASSURANCE 18 A. When requested, provide the Architect with manufacturer's certificate that materials 19 meet or exceed minimum requirements as specified. 20 1.5 SUBMITTAL 21 A. Comply with pertinent provisions of Section 01300. 22 B. Product Data: Submit the following: 23 1. Materials list of items proposed to be provided as part of the work of the section. Vp 24 2. Manufacturer's specifications and other data needed to prove compliance with the 25 specified requirements. 26 3. Manufacturer's recommended installation procedures which, when approved will 27 become the basis for accepting or rejecting actual installation procedures used on pe 28 the work. 1, 6 29 PART 2® PRODUCTS 30 2.1 ACCEPTABLE MANUFACTURERS 31 A. The transformers shall be manufactured by the following: 32 1. ACME 33 2. General Electric 011" 34 3. Hevi-Duty Electric Division/General Signal Corporation 35 4. Jefferson 11w mon field Park "q No.01167 262200-2 TRANSFORMERS Page 2 o 1 5. Sorgel Electric Division/Square D Company 2 6. Approved Equal 3 B. All transformers shall be new and manufactured by the same company. 4 2.2 DRY TYPE TWO WINDING TRANSFORMERS(PRIMARY LESS THAN 600 5 VOLTS) 6 A. Dry-Type'T'ransformers:ANSUNEMA ST20;factory-assembled,air cooled dry type 7 transformers;ratings as scheduled on the Drawings, Transformers shall conform with 8 ANSI 089.2 and NEMA ST20 standards and Underwriters Laboratories Listing UL506. 9 B. Insulation system and average winding temperature rise for rated KVA as follows: 10 Insulation Class Rise KVA Rating (degree c) 1-15 Class F UL185C [11 15c.] 30-500 Cla s H I UL220C [11 11 C. Maximum case temperature shall not exceed 35 degrees C rise above a 40 Degree C. 12 ambient at its warmest point. 13 D. Winding Taps 25 KVA and Smaller-, ANSUNEMA ST 20. Primary windings shall have 14 4 taps;two 2-1/2%increments above full-rated voltage and two 2-1/2%increments below 15 full rated voltage for de-energized tap-changing operations. 16 E. Winding Taps 25 KVA and Larger:ANSUNEMA ST 20. Primary windings shall have 17 6 taps;two 1-1/2%increments above full-rated voltage and four 2-1/2%increments 18 below full-rated voltage for de-energized tap-changing operation. 19 F. Sound Levels- Guaranteed sound ratings hall no exceed ANSI standard decibel levels. 20 G. Basic Impulse Level: 10 KV for transformers less than 300 KVA,30 KV for 21 transformers 300 KVA and larger, mr 22 H. Enclosures: 23 1. Circuit switching/protective devices shall be housed in an enclosure suitable for the 24 environment in which they are located. Provide lifting eyes or brackets. 25 2. Normal indoor locations-NEMA I general purpose. 26 3. Provide lifting eyes or brackets. 27 I. Isolate core and coil from enclosure using vibration-absorbing mounts. Transformers 28 30 KVA and larger shall have core and core assernbly completely isolated from enclosure 29 with neoprene rubber pads. 30 J. Transformers shall have heat barrieredl termination cornparlment arranged for feeder 31 terminations for side or bottom entrance of flexible metallic raceways. 32 K. Transformers shall have a bondingjurnper installed between the secondary neutral 33 terminal and the metal case and shall include a ground terminal of proper size to receive 34 ground conductor. Harmon FiefdPark City No 01167 If 262200-3 TRANSFORMERS Page 3 off I L. The transformer impedance shall be as scheduled on the Drawings. Coordinate with 2 loadside power distribution equipment manufacturer and verify that the maximum 3 transformer short circuit current availability from the transformer does not exceed 4 loadside equipment short circuit ratings. Report discrepancies to the Engineer. Revise 5 transformer impedance(if required)at no additional cost to Owner. 6 2.3 IDENTIFICATION 7 A. All associated conductors and/or cables exiting from conduit or cable shall be bundled 8 with ties,similar to the T&B conductor markers. 9 B. All individual conductors shall be identified at their termination by a wraparound type 10 of identification similar to T&B conductor markers. 11 C. All terminal blocks and terminals in the switchgear and control cabinets shall have 12 identification similar to the conductor groups mentioned above. 13 D. The identification of conductors, cables, and conduit shall conform to that set forth in 14 their respective schedules. 15 PART 3- EXECUTION 16 3.1 INSTALLATION I r 17 A. Comply with manufacturer's written instructions,applicable requirements of NEC, 18 NEMA,ANSI and IEEE standards. Install in accordance with recognized industry 19 practices to ensure that products fulfill requirements. 20 B. Coordinate transformer installation work with electrical raceway and wire/cable work, 21 as necessary for proper interface. 22 C. Provide equipment grounding connections,sufficiently tight to assure permanent and 23 effective ground. 24 D. Set transformer plumb and level. Install vibration isolation pads for all transformers. 25 E. Adjust taps to provide rated secondary voltage as close as practicable and as required to 26 accommodate owners requirements. 27 F. Field modify transformer pad, primary and secondary conduit locations and switchgear 28 interface as required to accommodate new transformers. All modifications shall be in 29 accordance with existing equipment manufacturers recommendations and requirements. 30 3.2 FIELD TESTING 31 A. Within 5 days after delivery to the work site and prior to installation perform the 32 following field tests and inspections: 33 1. Compare transformer and accessories nameplate infori-nation with the specification f 34 and report discrepancies. 35 2. Inspect transformer and accessories and report installation or shipping damage, 36 loose material, shipping blocks or contamination that must be corrected. 37 3. Check operation of doors and access covers. Report deficiencies. 38 4. Silicone or it Filled Units: Check pressure relief, fault pressure,temperature 39 meters for functional operation. Report deficiencies. 11m mon field Park ('ay No.01167' 262200-4 THRANSFORNIFRS Page 4 of 4 1 5. Silicone or Oil Filled Units: Take an insulating liquid sample,test dielectric,and 2 water content. Record values and report deficiencies. 3 6. Silicone or Oil Filled Units- Remove access covers and report any damage or loose 4 materials inside of tank I enclosure that must be corrected. 5 7. Move no-load tap changer through all positions and test turns-ratio on each point. 6 Record values and report deficiencies. 7 8. Units with Primaries Rated Greater than 1000 Volts:Power Factor test transformer 8 bushings,record values and report unfavorable condiitions. 9 9. Dry Type Units: Check air filters and air circt,ilation for proper operation, correct 10 deficiencies,. 11 B. Repairs and Replacements: 12 1. In event of damage or deficiencies,prorriptly make replacement and repairs to the 13 approval of the Architect and at no additional cost to the Owner. 14 2. Promptly remove daniaged and unsuitable transformers from the job site, and 1771 15 promptly replace with equipment meeting the specified requirements,at no 16 additional cost to the Owner. 17 3. Additional time required to secure replacements and tom a repairs will not be 18 considered as a means to justify and extension in the Contract Time of Completion. 19 3.3 FIELD QUALITY CONTROL 20 A. Check for damage and light connections prior to energizing transformer. 21 B. Check transformer for level, security to foundation and operation of doors. Correct 22 deficiencies. 23 C. Check the equipment ground bus and straps. Correct deficiencies. 24 D. Make necessary tap adjustments on transformers to insure that the secondary voltages at 25 the transformer terminals will be as close as possible to design voltage when the building 26 is in normal operation. 27 END OF SECTION 1141 Harmon Field Park Ciy No,01167 2624 16.1 PANELBOARDS IPage of4 SECTION 26 24 16 2 PANELBOARDS 3 PART I GENERAL 4 1.1 RELATED DOCUMENTS 5 A. The general provisions of the contract, including General and Supplementary V 6 Conditions,apply to the work specified in this Section. 7 1.2 RELATED WORK SPECIFIED ELSEWHERE 8 A. All other Sections of Division 26. 9 B. All other Divisions of the Contract Documents. Refer to each Division's Specifications 10 and Drawings for all requirements., 11 1.3 SCOPE 12 A. Provide all equipment, materials, labor,supervision,and services necessary for or 13 incidental to the installation of electrical panelboards as shown or indicated on the 14 Drawings and/or as specified, 15 B. Work included: 16 1. Power distribution panelboards. 17 2. Lighting and branch circuit panelboards. 18 1.4 QUALITY ASSURANCE 19 A. When requested,provide the Architect with manufacturer's certificate that materials 20 meet or exceed minimum requirements as specified. 21 PART 2- PRODUCTS 22 2.1 ACCEPTABLE MANUFACTURERS TO, 23 A. The panelboards shall be manufactured by one of the following: 24 1. Square D Company 25 2. Cutler Hammer V 26 3. Siemens 27 2.2 PANELBOARDS(GENERAL) 28 A. Panelboards shall be listed by Underwriters Laboratories, Inc., and shall be so labeled, 29 rated for intended voltage and current characteristics as scheduled. 30 B. Cabinets for panelboards shall be by NEC gage sheet steel having steel doors and trim jp) 31 to conform to the cabinet mounting. The trim on cabinets shall be made adjustable with 32 the door. Door shall be mounted with heavy concealed hinges. 33 C. Cabinets shall have wiring space top,bottom,and both sides in accordance with the !W1 34 National Electrical Code, but no less than 4-inches wide,with standard knockouts. fr H i mo n Field Pay k Ciry No. 0 116 7 26 24 16-2 PANELBOARDS Page 2 ol'4 I D. Provide a clear plastic covered typed directory card and card holder on the inside of 2 each door. Key locks alike and provide Owner with not less than 5 keys. Finish shall be 3 gray enamel over a rust inhibitor,except cans may be galvanized. 4 E. Multi section panels shall be same height and depth. 5 F. Interiors shall be completely factory assembled,consisting of rigid frame supporting the 6 rectangular bus,mains, neutral and ground bars. Bussing shall be sized in accordance 7 with Underwriters Laboratories Standards,braced throughout to conform with industry 8 standards governing short circuit stresses in panelboards,and arranged for sequence FIJI! 9 phasing throughout. 10 G. Phase bussing shall be full height without reduction, full size neutral,unless otherwise 11 scheduled,with suitable lug for each outgoing circuit requiring a neutral connection. 12 H. Terminals for feeder conductors, branch circuit devices and neutrals shall be UL listed 13 as suitable for type of conductors specified. 14 I. Interiors shall be designed such that circuit protective devices may be changed, 15 replaced,or additional circuit's added without disturbing adjacent units and without 16 machining,drilling,or tapping. In no case shall the width of panelboard enclosure be less 17 than 20-inches. 18 J. Enclosures: 19 L Circuit switching/protective devices shall be housed in an enclosure suitable for the ART 20 environment in which they are located. Provide lilting eyes or brackets. 21 2. Normal indoor locations NEMA I general purpose. 22 3. Outdoor or vault locations.-NE MA 3R. 23 4. Provide I ifting eyes or brackets. 24 2.3 POWER DISTRIBUTION PANELBOARDS 25 A. Provide dead-front safety type power distribution panelboards as indicated, with 26 parielboard switching and protective devices in quantities,ratings,types,and with 27 arrangement shown;with anti-turn solderless pressure type main lug connectors approved 28 for copper conductors. Equip with copper bus bars with not less than 98%conductivity, 29 and with full-sized neutral bus; provide suitable lugs on neutral bus for outgoing feeders 30 requiring neutral connections. 31 B. Provide bolt-in type heavy duty molded-case main and branch circuit-breaker types for 32 each circuit,with toggle handles that indicate when tripped. Where niluitiple-pole 33 breakers are indicated, provide with common trip so overload on one pole will trip all 34 poles simultaneously,. Provide panelboards with bare uninsulated grounding bars suitable 35 for bolting to enclosures. Select enclosures fabricated by same manufacturer as 36 panelboards,which mate properly with panelboards. j 37 C. On Multi section and split-bus panels,the lugs and bus on each and every section shall pmm! 38 be of the same current rating as the main overcurrent device protecting the feeder serving 39 the panel and each section shall have a separate neutral,ground bar and conductors. 40 Panel bus shall have double lugs to effect parallel feed of bus bars(rather than series) 41 where scheduled. Feed-thru lugs are not acceptable. Harmon Field Pen A Cery No.W 167 2624 r6-3 PANELBOARIDS Page 3 of 4 1 2.4 LIGHTING AND BRANCH CIRCUIT PANELBOARDS 2 A. Provide dead-front safety type lighting and appliance panelboards as indicated, with 3 switching and protective devices in quantities,ratings,types,and arrangements shown; 4 with anti® u solderless pressure type lug connectors approved for copper conductors. 5 Equip ith copper bus bars, f ull-sized neutral bar, with bolt-in type heavy-duty,quick- B. w 6 make,quick-break, single-pole circuit-breakers,with toggle handles that indicate when 7 tripped. Interrupting rating shall be in excess of the available fault current at the panel in 8 accordance with UL listing for sizes involved, but no less than 10,000 rms symmetrical 9 amperes. 10 C. Provide suitable lugs on neutral bus for each outgoing feeder required;provide bare I I uninsulated grounding bars suitable for bolting to enclosures. Select enclosures 12 fabricated by same manufacturer as panelboards,which mate properly with 13 panelboard. F 14 D. On multisection and split-bus panels,the lugs and bus on each and every section 15 shall be of the same current rating as the main overcurrent device protecting the 16 feeder serving the panel and each section shall have a separate neutral,ground bar and 17 conductors. Panel bus shall have double lugs to effect parallel feed of bus bars (rather 18 than series)where scheduled. Feed-thru lugs are not acceptable. 19 2.5 INDIVIDUALLY MOUNTED CIRCUIT BREAKERS 20 A. Individually mounted circuit breakers shall be molded case,capacity as indicated, in a 21 NEMA Type I enclosure unless otherwise noted. Breakers shall be quick-make, quick- 22 break thermal magnetic common trip type,ambient compensated with trip-free handle 23 and have interrupting rating in accordance with UL listings for sizes required, but not less 24 than 10,000 amperes rms symmetrical,and conform to requirements of NEMA Standard 25 Publication No. AB 1-1969. Each unit shall have insulated neutral and/or ground terminal 26 of proper size,where indicated. I..,ugs shall be UL listed for copper cables. 27 B. Enclosures: 28 1. Circuit switching/protective devices shall be housed in an enclosure suitable for the 29 environment in which they are located. Provide lifting eyes or brackets. 30 2. Normal indoor locations-NEMA I general purpose. 31 3. Outdoor or vault locations.- NEMA 3R. 32 C. Circuit breakers shall be of same manufacturer as panelboards. 33 D. Acceptable Manufacturers- Cutler-Hammer,General Electric and Square D. 34 2.6 PANELBOARD ACCESSORIES 35 A. Provide panel board accessories and devices including, but not necessarily limited to, poil 36 circuit-breakers, ground-fault protection units, etc., as recommended by panelboard 37 manufacturer for ratings and applications indicated. Hannon rjeld Park Ciiy Nod 01167 2624 16-4 PANELBOARDS Page 4 of 4 I PART 3- EXECUTION 2 3.1 INSTALLATION 3 A. Install panelboards and enclosures as indicated,in accordance with manufacturer's 4 written instructions,applicable requirements of NEC,standards and NECA'S"Standard 5 of Installation", and in compliance with recognized industry practices to ensure that 6 products fulfill requirements,. 7 B. Coordinate installation of panelboards and enclosures with cable and raceway 8 installation work. 9 C. Anchor enclosures firmly to walls and structural sudlaces,ensuring that they are 10 pemianently and mechanically secure. D. Provide properly wired electrical connections within enclosures. 12 E. Prepare and affix typewritten directory to inside cover of panelboard indicating loads 13 contr(Aled by each circuit. 14 R Install wall mounted panelboards a rnaximum of 6 feet 6 inches above finish floor to 15 top of panel, 16 END OF SECTION 11armon held Pay-A 00,No.01167 262726-1 WIRING DE'VICES Page 11 of 2 SECTION 26 27 26 2 WIRING DEVICES 3 PARTI - GENERAL 4 1.1 RELATED DOCUMENTS 5 A. The general provisions of the contract, including General and Supplementary 6 Conditions,apply to the work specified in this Section. 7 1.2 RELATED WORK SPECIFIED ELSEWHERE 8 A. All other Sections of Division 26. 9 B. All other Divisions of the Contract Documents. Refer to each Division's Specifications 10 and Drawings for all requirements. 11 1.3 SCOPE 12 A. Provide all equipment,materials, labor, supervision,and services necessary for or 13 incidental to the installation of all wiring devices as indicated on the Drawings and/or as 14 specified. 15 B. Work included: 16 1. Keyed switches. 17 2. Receptacles. 18 1.4 QUALITY ASSURANCE 19 A. When requested,provide the Architect with manufacturer's certificate that materials 20 meet or exceed minimum requirements as specified. 21 PART 2- PRODUCTS 22 2.1 WIRING DEVICES 23 A. Provide factory-fabricated wiring devices, in types,colors,and electrical ratings for 24 applications indicated. 25 B. Provide color selection chart to the Architect for review and selection for all wiring irk 26 devices and device plates., 27 C. all Switches. 28 1. Keyed Switches: Weather Proof, flush single pole,20-amperes, 120/277 volts 29 Square D 9001 series. 30 D. Receptacles: 31 1. General Duty Duplex:Flush 2-pole, 3-wire, grounding type, 20-amperes, 125 volts 32 AC with NEMA Configuration 5-20R unless otherwise indicated. Leviton 16362 33 series. 34 E. Device Plates and Box Covers: 35 1. Weatherproof Cover Plates- Gasketed cast metal with hinged gasketed device 36 covers. p0l Hal n/011 Field Pul-A 0tv No. 0J 167 tl 262726-2 WIRING DEVICES Page 2 of 2 I PART 3- EXECUTION 2 3.1 INSTALLATION OF WIRING DEVICES 3 A. Install wiring devices as indicated, in accordance with manufacturer's written 4 instructions,applicable requirements of NEC and NECA's"Standard of Installation:, and 5 in accordance with recognized industry practices to fulfill project requirements. ireents. 6 B. Coordinate with other work,including painting, electrical boxes and wiring work,as 7 necessary to interface installation of wiring devices with other work. 8 C. Install specific-use receptacles at heights shown on Contract Drawings. 9 D. Corridor convenience receptacles: Hospital grade. 10 E. Install decorative plates on switch,receptacle,and blank outlets in finished areas, using I I jumbo size plates for outlets installed in masonry walls. 12 F. Install galvanized steel plates on outlet boxes and junction boxes in unfinished areas, 13 above accessible ceilings,and on suilace-mounted outlets. 14 G. Install devices and wall plates flush and level. 15 H. Install wiring devices only in electrical boxes which are clean; free from excess 16 building materials, dirt, and debris. 17 I. Install galvanized steel wallplates in unfinished spaces. 18 J. Install wiring devices after wiring work is completed., 19 K. Install wallplates after painting work is completed. 20 L. Tigi-iten connectors and terminals, including screws and bolts,in accordance with 21 equipment manufacturer's published torque tightening values for wiring devices. Where 22 manufacturer's torquing requirements are not indicated,tighten connectors and terminals 23 to comply with tightening torques specified in U1. Standards 486A and B. Use properly 24 scaled torque indicating hand tool. 25 M. The Contractor may be directed by the Architect to move a wiring device during the 26 rough-in stage of construction. The Contractor shall move devices at no additional cost if 27 within six(6)feet of where shown on the documents, 28 3.2 PROTECTION OF WALLPLATES AND RECEPTACLES 29 A. At time of Substantial Completion, replace those items which have been damaged, 30 including those burned and scored by faulty plugs. 31 3.3 GROUNDING 32 A. Provide equipment grounding connections for wiring devices, unless otherwise 33 indicated. Tighten connections to comply with tightening torques in UL Standard 486A 34 to assure permanent and effective grounds. 35 3.4 TESTING 36 A. Prior to energizing circuitry,test wiring for electrical continuity, and for short-circuits. 37 Ensure proper polarity of connections is maintained. Subsequent to energfization,test 38 wiring devices to demonstrate compliance with requirement. 39 END OF SECTION Harmon Field Park 04y No 01167' 262728-1 DI SCONN ECT SWITO I IES Page B of SECTION 26 27 28 2 DISCONNECT SWITCHES 3 PART I - GENERAL 4 1.1 RELATED DOCUMENTS 5 A. The general provisions of the contract, including General and Supplementary 6 Conditions, apply to the work specified in this Section. 7 1.2 RELATED WORK SPECIFIED ELSEWHERE 8 A. All other Sections of Division 26, F0 9 B. All other Divisions of the Contract Documents. Refer to each Division's Specifications 10 and Drawings for all requirements. 11 1.3 SCOPE 12 A. Provide all equipment,materials, labor,supervision,and services necessary for or 13 incidental to the installation of disconnect switches as shown or indicated on the 14 Drawings and/or as specified. 15 B. Work included: 16 1. Circuit disconnects. 17 2. Motor disconnects. 18 1.4 QUALITY ASSURANCE 19 A. When requested, provide the Architect with manufacturer's certificate that materials 20 meet or exceed minimum requirements as specified. 21 PART 2- PRODUCTS 22 2.1 ACCEPTABLE MANUFACTURER 23 A. Provide disconnect switches manufactured by one of the following: 24 1. Cutler-Hammer. 25 2. General Electric. 26 3. Square D Company. 27 2.2 HEAVY-DUTY SAFETY SWITCHES 28 A. Provide surface-mounted, heavy-duty type, sheet-steel enclosed safety switches,of 29 types, sizes and electrical characteristics indicated; rated 600 volts, and incorporating 30 quick-make, quick-break type switches,, construct so that switch blades are visible in OFF 31 position with door open. Equip with operating handle which is padlockable in OFF 17 32 position; construct current carrying parts of high-conductivity copper. Provide NE MA 33 Type 3R enclosures. 34 2.3 COMPONENTS 35 A. Motor and circuit disconnects shall have an Underwriters' Laboratory Label. Harmon held Park CqyNo.01167 262728-2 DISCONNECT SM RA WIS Page 2 of 2 B. Single Phase Disconnect Switches; Two pole toggle switch inNEMA lype/or 311 2 enclosure as indicated. 3 C. Three Phase Motor Disconnect Switches:Three pole heavy duty 600 volt as required in 4 NE MA Type I or 3R enclosures as indicated. 5 PART 3- EXECUTION 7 6 3.1 INSTALLATION 7 A. Install circuit and motor disconnect switches as indicated complying with 8 manufacturer's written instructions,applicable requirements of NEC, NEMA,and 9 NECA's"Standard of Installation",and in accordance with recognized industry practices. 10 END OF SECTION Hwy Harmon Field Park 04,No.0 116 7 Nny poll 26 51 13-I BALLAS'[S AND ACCESSORIES Page 1 of I PO I SECTION 26 51 13 2 BALLASTS AND ACCESSORIES 3 PART1 - GENERAL 4 1.1 RELATED DOCUMENTS 5 A. The general provisions of the Contract, including General and Supplementary 6 Conditions,apply to the work specified in this Section. 7 1.2 RELATED WORK SPECIFIED ELSEWHERE 8 A. All other Sections of Division 26. F 9 B. All other Divisions of the Contract Documents. Refer to each Division's Specifications 10 and Drawings for all requirements. 11 1.3 SCOPE 12 A. Provide all equipment, materials, labor,supervision,and services necessary for or 13 incidental to the installation of required ballasts as shown or indicated on the drawings 14 and/or as specified. 15 B. Work included: 16 1. High intensity discharge ballasts. 17 1.4 QUALITY ASSURANCE 18 A. When requested,provide the Architect with manufacturer's certificate that 19 materials meet or exceed minimum requirements as specified. ill 20 PART 2- PRODUCTS 21 2.1 ACCEPTABLE MANUFACTURERS 22 A. Provide ballasts as manufactured by Magnetek, Valmont Electric, Motorola, Universal 23 or Advance. 24 2.2 HIGH INTENSITY DISCHARGE BALLASTS 25 A. Ballasts:Voltage as indicated, single lamp of the constant wattage high power type. 26 B. Select exterior ballasts for reliable starting to-20 degrees F(-29 degrees C). 27 PART 3- EXECUTION 28 3.1 INSTALLATION 29 A. Provide ballasts of compatible design to lamps specified. 30 END OF SECTION Hannon Field Park (.,'j,,,y Nn.01167 This page is intentionally blank. i i r, UY 265629- y SITE q...➢GI ITING Page of 3 1 SECTION 26 56 29 l' 2 SITE LIGrHTING, 3 PART1 - GENERAL 4 1.1 RELATED DOCUMENTS P�yy 5 A. The general provisions of the Contract, including General and Supplementary 6 Conditions,apply to the work specified in this Section. 7 1.2 RELATED WORK SPECIFIED ELSEWHERE 8 A. All other Sections of Division 26. 9 B. All other Divisions of the Contract Documents, Refer to each Division's specifications 10 and drawings for all requirements. 11 1.3 SCOPE 12 A. Provide all equipment,materials, labor,supervision,and services necessary for or 13 incidental to the installation of lighting fixtures as shown or indicated on the Drawings 14 and/or as specified. 15 B. Work Included: i 16 I. High intensity discharge sports lighting fixtures. r 17 1.4 QUALITY ASSURANCE %' 18 A. When requested,provide the Owner with manufacturer's certificate that materials meet 19 or exceed minimum requirements as specified. 20 PART 2- PRODUCTS 21 2.1 ACCEPTABLE MANUFACTURERS 22 A. Provide lighting fixtures of the types specified on the Drawings or an approved equal. 23 2.2 H.I.D. SPORTS LIGHTING SYSTEM 24 A. The lighting system shall consist of 601bot poles with 1500 watt metal halide fixtures. w 25 The fixture configuration shall be indicated on the luminaire/Pole schedule. T. 26 B. Lighting Performance: Guaranteed maintained illumination levels as measured by a 27 light meter on a horizontal plane shall be as follows: 28 1. 30 fc average maintained 29 C. Bidders shall supply computer generated point-by-point light scans based on 155,000 30 lumens per lamp showing both initial and maintained footcandle levels. 4, 31 D. Structural steel 32 1. Luminaire shall be designed to withstand wind forces of 125 mph with 1.3 gust 33 factor without damage or misalignment to assembly. 34 2. Strength of the materials used in the structures shall be calculated based upon 35 AASHTO Pole Structure Criteria. Harmon Fwld Park (-Wy No 0 116 7 26 56 29-2 SY1 E LIGHTING Page 2 of 3 I 3 - Foundation design criteria are to be based upon 13ROMS Standards using a safety Fou 2 factor of 3. (Alternate UBC) 3 4. Galvanize by hot-dipping processing to ASTM-123 standards shall be used for a 4 pole,crossarnis, braces, boxes,hubs,or any extensions attached to the pole. 5 5. Poles and foundations shall be designed to meet JBC-C building codes and 90 mph 6 wind zone. 7 E. ELECTRICAL STEEL DEVICES 8 1.. Stainless steel materials shall be used for all fasteners, latches,hinges, and threaded 9 devices. All stainless steel shall be clear thernioset polymer coated. 10 F. ELECTRICAL CIRC(,.Jl'l.'S I I 1. Branch circuits for each lighting structure shall be provided that includes the 12 following: 13 a. Disconnect -Thermal-magnefic breaker type. 14 b. Landing lugs for the feeder circuit as part of the disconnecting device. 15 c, Fuse block for individual fusing each load carrying conductor of each lamp 16 circuit. (Neutral conductors are not fused). 17 d. Manufacturer shall provide all branch circuits completed from the Is disconnecting device to the lamp with either plug-in or landing lug connections 19 provided for completion of circuits during the field installation. This is to 20 assure that the electrical equipment on the pole is in conformairce with UL 21 standards. 22 e. Wire harness shall be provided with: 23 1) Uniformly wound conductors to avoid exeessive stress on any individual 24 conductors. 25 2) Mylar wrapped wire harness to prevent unraveling of the conductors. 26 3) Kellurn grips attached and tied for mounting the wires inside the pole. 27 4) Plug-in connections for each end of the wire harness to connect it to the 28 electrical cojnjx)nen1 enclosure near the base of the pole and to the]amps at 29 the top of the pole to assure proper matching of circuits, 30 L Assembly and wiring of the fixtures to a plug-fil connection is to be completed 31 by the manufacturer who is to provide a warranty of the entire assembly., 32 Manufacturer shall provide a schematic of the wiring on the inside of the door 33 of the electrical component enclosure,. 34 g. Grounding of the electrical systemi and the equipment shall be provided 35 throughout the pole structure for connection to ground rods and feeder circuit 36 ground wires. 37 h. Mounting of the NE MA 3R enclosure containitig all electrical, components, 38 except the lanaps,shall be near the base of the pole with the bottom of the 39 enclosure 8 feet above the ground to allow the step ladder maintenance access. 40 L UL(Underwriter Laboratories)listing report shall be provided for the entire 41 base and pole assembly and its included electrical systems in addition to the use 42 of UL listed components within the systern. 43 G. WARRANTYr Me 44 1. 10-year period of warranty shall be provided for the entire equipment package 45 against failure due to Manufacturing defect or fatigue, During the first 2 years of 46 this time period the manufacturer will be responsible for the cost of materials and 47 labor fi)r any repairs which may be necessmy. During the follo,wing 5 years the 48 manufacturer will provide or pay for material necessary for any repairs. (The Harmon Fie&ParA City No.0 6 7 265629-3 st'rE LIGHTING Page 3 of 3 7r I warranty does not apply to the consumable lamp and fuse, which are only to be r 2 warranty to perform according to design criteria). 3 PART 3® EXECUTION 4 3.1 SUPPORTS 5 A. Refer to Section 16190. 6 B. Install fixtures on lighting platform as recommended by manufacturer. 7 C. Aim fixtures as per manufacturer's point-by-point aiming diagram. 8 3.2 ADJUSTING AND CLEANING 9 A. Prior to final acceptance,thoroughly clean all fixtures, inside and out, including plastics Opt 10 and glassware. Adjust all trim to properly fit adjacent surface, replace broken or damaged parts and lamps. Test all fixtures for proper operation. 12 B. Replace all lamps prior to final acceptance that are not operational. 13 END OF SECTION r I il r 77 Harmory FWd Park City No.01167 This page is intentionally blank. �y wl 7 ,y 32 92 33 J Jpd Page 1 of 4 I SECTION 32 92 33 2 SPRIGGING 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intersprigging Texas Certified Hybrid 419 Bermuda grass as shown on Drawings, 7 or as directed. 8 B. Related Specification Sections include, but are not necessarily limited to: 9 A. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 10 B. Division I -General Requirements 11 C. Section 32 91 19- Topsoil Placement and Finishing of Parkways. 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 A. Sprigging 15 1. Measurement 16 1. Measurement for this Item shall be by the square yard of Sprigs read. 17 2. Payment 18 1. The work performed and materials furnished in accordance with this Item 19 and measured as provided under"Measurement"will be paid for at the unit 20 price bid per square yard of Sprig placed. 21 3.. The price bid shall include: 22 1. Furnishing and placing all Sprig 23 2. Furnishing and applying water for fertilizer 24 3. Slurry and Sprig 25 4. Fertilizer 26 5. Watering and mowing(until established) 27 6. Disposal of surplus materials 28 B. Mowing 29 1. Measurement 30 1. Measurement for this Item shall per each. 31 2. Payment 32 1. The work performed and materials furnished in accordance with this Item 33 and measured as provided under"Measurement"will be paid for at the unit 34 price bid per each. 35 1.3 REFERENCES [NOT USED[ 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED[ 37 1.5 ACTION SUBMITTALS [NOT USED 38 1.6 INFORMATIONAL, SUBMITTALS 39 A. Certification of Texas Hybrid 419 Bermuda sprig variety 40 B. Submit a sample label or specification for fertilizer. CITY OF FORT WORTH Harmon rield Par* S I ANDARD CON S FRUC]ION S PECIMA1 ION DOU'Al EN IS Ciry No. 01107 ReOsed February.21.115 329233-.2 SPRIGGING Page 2 of'4 1 1.7 CLOSEOUT SUBMITTALS IN USEDI 2 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USEDI 3 1.9 QUALITY ASSURANCE INOT USEDI 4 1.10 DELIVERY,STORAGE,AND HANDLING 5 A. Bermuda Sprig: 6 A. Sprigs shall be harvested within twelve(12)hours prior to planting. 7 B. Sprigs shall not be allowed to dry out prior to planting., 9 1.11 FIELD ISITEI CONDITIONS 9 A. Sprig only after fine grading is complete. 10 B. Protect and maintain areas until protect is complete. 11 1.12 WARRANTY INOT USEDI 12 PART 2- PRODUCTS [NOT USEDI 13 2.1 OWNER-FURNISHED PRODUCTS INOT USED] 14 2.2 MATERIALS AND EQUIPMENT 15 A-Materials 16 A. Bermuda Grass Sprigs 17 1. The sprigs planted,three hundred fifty(350)bushels per acre,shall be of the 18 type specified,Texas Hybrid 419 Bermuda. 19 B. Fertilizer 20 1. Fertilizer shall be a commercial product,uniform in composition, free flowing, 21 and suitable for application with approved equipment, Fertilizer shall be 22 delivered to the site in fully labeled original containers. Fertilizer which has 23 been exposed to high humidity and moisture,has become caked or otherwise 24 damaged making it unsuitable for use,will not be acceptable. 25 1. Initial Planting Application: Fertilizer for the initial planting application 26 shall be of an organic base containing by weight the following(or other 27 approved)percentages of nutrients- 15-10-5 (N-P-K),also containing 10- 28 15%sulfate and traces of iron and zinc as required and approved by the 29 Owner. 30 2. Post Planting Application: Fertilizer for the post planting application will 31 be a chemical base fertilizer containing by weight the following percentages 32 ofnutrients: 21-0-0(N-P-K.)ammonium sulfate or the nitrogen equivalent 33 of 33-0-0 ammonium nitrate. CITY OF H)R'r WORTH Harmon Field Park S1 ANDARD CONSI RUCTION S1ECIFICA'11'10N D Cay No,01167 Rmsed T:ebmary,219 5 329233-3 SPRIGGING Page 3 of 4 1 2.3 ACCESSORIES INOT USED] 1( 2 2.4 SOURCE QUALITY CONTROL INOT USE DI 3 PART 3- EXECUTION INOT USED] 4 3.1 INSTALLERS INOT USED] 5 3.2 EXAMINATION INOT USED] 6 3.3 PREPARATION 7 A.Soil Preparation 8 1. Tillage shall be accomplished to loosen the soil,destroy existing vegetation, and 9 prepare an acceptable seed bed. All areas shall be tilled with heavy duty disc or 10 chisel-type breaking plow, chisels set not more than 10" apart. Initial tillage shall 11 be done in a crossing pattern for double coverage,then followed by a disc harrow. 12 Depth of tillages all be 6". 13 2. Cleaning: All rocks and clods 3/4" in size or larger shall be removed from the fine 14 graded area. Soil shall be further prepared by the removal of debris, including 15 building materials, rubbish, weeds, concrete chips and small pieces of wood, 16 regardless of size. 17 3. Fine Grading: After tillage and cleaning, all areas to be planted shall be leveled, 18 fine graded, and drug with a weighted spike harrow or float drag. The required 19 result shall be the elimination of ruts or depressions that would cause water to stand 20 or pond immediately after rainfall or operation of the lawn irrigation system, 21 humps, and objectionable soil clods. This shall be the final soil preparation step to 22 be completed before the commencement of fertilizing and planting. 23 B. Fertilizing: 24 1. Initial Planting Application: The specified fertilizer shall be applied at the rate of 25 18 pounds per 1,000 square feet(800 pounds per acre). 26 a. Timing: The initial planting application of fertilizer shall be applied after the 27 soil preparation,but not more than 2 days prior to grass planting. 28 2. Post Planting Application: Thirty days after planting, grass areas shall receive an 29 application of 21-0-0 or 33-0-0 fertilizer at the rate of 9 pounds per 1,000 square 30 feet(400 pounds per acre). 31 a. Timing: The Landscape Architect will determine if it is too late in the growing 32 season for the post planting application. In the event that it is, the application 33 shall be made in the spring of the next year, or the cost of the application shall 34 become a credit due to the Owner. 711 35 3. Post Planting Maintenance- Areas without a uniform stand (complete coverage) 36 shall receive subsequent applications of fertilizer, as described above, every 30 37 days until a uniform stand is achieved. 38 3.4 INSTALLATION 39 A. Perform only during suitable weather conditions 40 B. Mechanical sprigging to be performed by a grass sprigging machine able to apply three 41 hundred fifty(350)bushels of Bermuda grass per acre. 42 C. Perform all necessary steps to insure the sprigs will take root. 43 D. Fields- Keep moist,by daily water application, if necessary- CITY OF FOPT WORTH Harmon Field Park S I'A N DA R D('0N`)1 R 1,J(A ION S PEC I F1 C A I BON I (J I M I N I S Dry No 0 1/0 7 Revused Fetniary,2015 32RC9233-4 SPIAANGi Page 4 of 4 1. Fora minimum often(1O)days;or 2 2. Until sprigs have rooted in soil. 3 3.5 REPAIR/RESTORATION INOT USED] 4 3.6 RE INSTALLATION [NOT USED] 5 3.7 FIELD QUALITY CONTROL INOT USED] 6 3.8 SYSTEM STARTUP INOT USED] 7 3.9 ADJUSTING,; [NOT USED] 8 3.10 CLEANING INOT USED] 9 3.11 CLOSEOUT ACTIVITIES 10 3.12 PROTECTION INOT USED] 11 3.13 MAINTENANCE 12 A. Includes protection,replanting,maintaining grades,repair of erosion damage. 13 B. Water and mow until completion and final acceptance of the l"roject or as directed by 14 the City. 15 C. Replanting: 16 1. Replant areas where a stand of grass is not present in a reasonable length of time. 17 2. A "stand" shall be defined as live grass plants occurring from sprigging at the rate 18 which does not create bare spots greater than one-fourth(1/4)of a square foot. 19 D. Maintaining Grades: 20 1. Repair erosion damage promptly. 21 2.. Ruts,ridges,tracks and other surface irregularities shall be corrected. 22 3. Replant all damaged areas prior to acceptance. 23 E. Maintain the seeded area until each of the following is achieved: 24 L Vegetation is evenly distributed 25 2. Vegetation is free from bare areas 26 F. Turf will be accepted once fully established. 27 1. Sprigged area must have 100 percent growth to a height of 3 inches with I mow 28 cycle performed by the Contractor prior to consideration of acceptance by the City. 29 G. Rejection 30 1. City may reject Sprigged area on the basis of weed populations. 31 3.14 ATTACHMENTS [NOT USED] 32 END OF SECTION 33 Revision Log DATE NAME SUMMARY OF("HANGE 34 C1"T OF FORD_WORT 11 Harpnonfleld Park s rANDA R D CON S I'R W TION S PEC IFICA rION DOC'U MEN't S Ck No,01167 Y Rev sed FebTuaiy,2015 PARP 33 05 22- S11-1H CASING PIPE Page R of'6 I SECTION 33 05 22 2 STEEL("ASING PIPE 3 PART I - GENERAL 4 1®1 SUMMARY 5 A. Section Includes.,- 6 1. Minimum requiremei its for nianutarCti iring, 1"urnishing and rfarflSportillIg Steel Casing 7 Pipe to be installed by Open C ut or By Other than Open Cut at the locations shown 8 on the Drawings 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. 2.2.A.3 -..added 10"casing pipe diameter with .250(1/4)inch minimuni wall I I thickness. 12 C. Related Specification Sections include,but are not necessarily limited to- 13 1. DivisionO Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division I —Genera] Requircmients 16 3. Section 33 05 10 Jjfilityr Trench Excavation, Em Ba bedment and ckfill 17 4,. Section 33 05 20—Auger Boring 18 5. Section 33 05 23 Hand Tunneling 19 6. Secfion 33 05 24 - Installation of Carrier Pipe in Casing or Tunnel Liner Plate 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1 Open Cut 23 a. Measurement 24 1) Measured horiZontra I ly along the si irlace for lei igth of Steel Casing Pipe 25 installed 26 b. Payment 27 1) The work perl'on-ned and materials flurriished in accordance with this Item w 28 and measured as provided under"Measui-ement" ill be paid for at the unit 29 price bid per linear foot of"Casing, By Open Cut"installed for: 30 a) Various Sizes 31 c, The price bid shall include- 32 1) 1 ui-nishing and installing Steel Casing Pipe as specified by the Drawings 33 2) Mobilization 34 3) Pavement removal 35 4) Excavation 3(a 5) Hauling 37 6) Disposal of excess inaterial 38 7) Furnishing,placement,and conipaction of embedment. 39 8) Furnishing.placement, and Compaction of backfill 40 9) Clean-LIP 41 2. By Other than Open Cut CITY OF FORTWOR"T I I Hannon HeW Park STANDARD CONSTRi N C I ION SPE(AFiCATION DO 11 NiN`115, 0y Pro ect No 01167 Revised May 20 20115 330522-2 STEEL CASING PIPE Page 2 of'6 I a. Measurement 2 1) Measured horizontally along the surface for lengtIll of Steel Casing Pipe 3 installed 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item mg, 6 and measured as provided under"Measurement"will be paid for at the unit 7 price bid per linear foot of"Casing/Tunnel Liner Plate,By Other than Open 8 Cut" installed for: 9 a) Various Sizes 10 2) The work performed and materials furnished in accordance with this Item 11 and measured as provided under"Measurement"will be paid for at the unit 12 price bid per linear foot of"Casing,By Other than Open Cut"installed for: 13 a) Various Sizes 14 c. ne price bid shall include: 15 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 16 2) Mobilization 17 3) Launching shaft 18 4) Receiving shaft 19 5) Pavement removal 20 6) Excavation 21 7) Hauling 22 8) Disposal of excess material 23 9) Furnishing,placement,and compaction of backfill 24 10) Clean-up 25 1.3 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification,unless a date is specifically cited. 30 2. ASTM International(ASTM): 31 a. A139, Standard Specification for Electric-Fusion(Arc)-Welded Steel Pipe 32 (NPS Sizes 4 and Over). 33 3. American Water Works Association(AWWA): 34 a. 0203,Coal-Tar Protective Coatings and Linings for Steel Water Pipelines- 35 Enamel and Tape-Hot Applied. 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 SUBMITTALS 38 A. Submittals shall be in accordance with Section 01 33 00, 39 B. All submittals shall be approved by the City prior to delivery. 40 1.6 ACTION SU BM ITTALS/IN FORMATIONAL SUBMITTALS 41 A. Product Data 42 1. Exterior Coating 43 a. Material data 44 b. Field touch-up pr(.)cedures CITY OF FORT WORTI I Harmon Fiek!Park STANDA RD CONS FRI Wf I ON SPKIFICATION DOCI,WEN T S Cky Project No.0 1167 Revised May 20,201 5 P" 33 0522 -3 OPP STEEL CASING PtPE Page 3 of 6 1 2. Interior Coating 2 a. Material data 3 b. Field touch-up procedures 4 B. Shop Drawings 5 1. No shop drawings required for Auger Boring 6 2. For Tunneling, provide the following- 7 a. Furnish details for Steel Casing Pipe outlining the following: 8 1) Grout/lubrication ports 9 2) Joint details 10 3) Other miscellaneous items for furnishing and fabricating pipe b. Submit calculations in a neat, legible format that is sealed by a Licensed X, 12 Professional Engineer in Texas,consistent with the information provided in the 13 geotechnical report,and includes: 14 1) Calculations confirming that pipe jacking capacity is adequate to resist the 15 anticipated jacking loads for each crossing with a minimum factor of safety 16 of 2 17 2) Calculations confirming that pipe capacity is adequate to safely support all 18 other anticipated loads, including earth and groundwater pressures, 19 surcharge loads, and handling loads 20 3) Calculations confirming that jointing method will support all loading 117 21 conditions 22 1.7 CLOSEOUT SUBMITTALS INOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] r 24 1.9 QUALITY ASSURANCE INOT USED] 25 1.10 DELIVERY,STORAGE, AND HANDLING 26 A. Delivery, Handling,and Storage 27 1. Prior to delivery of the pipe,end/internal bracing shall be furnished and installed, 28 as recommended by the manufacturer,for protection during shipping and storage. 29 2. Deliver, handle and store pipe in accordance with the anufacturer®s 30 recommendations to protect coating systems. 31 1.11 FIELD (SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY INOT USED] 33 PART 2- PRODUCTS 34 2.1 OWNER-FURNISHED JORI OWNER-SUPPLIEDPRODUCTS INOT USED] PRO I/ 35 2.2 MATERIALS 36 A. Design Criteria 37 1. The Conti-actor is fully responsible for the design of Stec) Casing P i fie that meets or 38 exceeds the design requirements of this Specification and that is specifically 39 designed for installation by the intended trenchless method. 40 2. For Steel Casing Pipe utilized for tunneling projects,consider the following... CITY OF FORT WORTH Hamm Field Park STANDARD CONS I RUCTION SPECIFICA HON DOCUMI N I S Cit) Project No,01167 Revised May 20,201`r 330522-4 ST E.EL CASING PIPE Page 4 of 6 I a.. Design of the casing pipe shall account for all installation and service loads 2 including: 3 1) Jacking loads 4 2) External groundwater and earth loads 5 3) Traffic loads 6 4) Practical consideration for handling,,shipping and other construction 7 operations 8 5) Any other live or dead loads reasonably anticipated 9 b. Design shall be sealed and signed by a registered Professional Engineer 10 licensed in the State of Texas. 11 c. The allowable jacking capacity shall not exceed 50 percent of the minimum 12 steel yield stress. 13 3. Steel Casing Pipe shall have a minimum wall thickness as follows- 14 Casing Pipe Diameter Minimum Wall Thickness (inches) inches 10-- .250(l/ 14- 18 .3125 (5/16L_ '"t, 20 -24 .375 311, L/8 26-32 34-42 .625 5/� �� 44 -48 .6875 (l]. CTt°eater than 48 Protect specific design A11111), 15 16 4, Steel (,asing Pipe shall be provided with inside diameter sufficient to efficiently 17 install the required carrier pipe with casing spacers as required in Section 33 05 24. 18 a. Allowable casing diameters are shown on the Drawings for each crossing. 19 5. Furnish in lengths that are compatible with Contractor's shaft sizes and allowable 20 work areas. 21 6. Random segments of pipe will not be permitted for straight runs of casing. 51 22 as Closing piece segments,however,shall be acceptable. 23 7. When required by installation method,provide grout/lubricant ports along the pipe 24 at intervals of 10 feet or less. 25 a. Ports and fittings shall be attached to the pipe in a manner that will not 26 materially affect the strength of the pipe nor interfere with installation of carrier 27 pipe. 28 b. Plugs for sealing the fittings shall be provided by the Contractor and shall be 29 capable of withstanding all external and internal pressures and loads without 30 leaking. 31 B. Materials 32 1. Provide new,smooth-wall, carbon steel pipe conforming to AST M A139,Grade B. 33 2. Dimensional Tolerances 34 a. Furnishing and installing Steel Casing Pipe with dimensional tolerances that are 35 compatible with performance requirements and proposed installation methods 36 that meet or exceed the specific requirements below: CITY OF FORTwoium Hannon Fidd Park STANDARD CONS I'RI X"TION SPECIFICADON DOC'UNIEN]S 0ty Project No.01167 Rev&d May 20,20 5 330522-5 S1 EEL CA SING PIPE Page 5 ol'6 I I) Minimum wall thickness at any point shall be at least 87.5 percent of the 2 nominal wall thickness. 3 2) Outside circumference within 1.0 percent or 3/4 inch of the nominal 4 circumference,whichever is less. 5 3) Outside diameter of the pipe shall be within 1/8 inch of the noininal outside 6 diameter.. 7 4) Roundness such that the difference between the major and minor outside 8 diameters shall not exceed 0.5 percent of the specified nominal outside 9 diameter or 1/4 inch,whichever is less. 10 5) Maximuni allowable straightness deviation of 1/8 inch in any 10-foot I I length. 12 3. All steel pipes all have square ends. 13 a. The ends of pipe sections shall not vary by more than 1/8 inch at any point from 14 a true plane perpendicular to the axis of the pipe and passing throughi the center 71 15 of the pipe at the end. 16 b. When pipe ends have to be beveled for welding,the ends shall be beveled on 17 the outside to an angle of 35 degrees with a tolerance of±21/2.degrees and with 18 a width of root face 1/16 inch A- 1/.32 inch. 19 4. Steel Casing Pipe shall be fabricated with longitudinal weld seams. 20 a. All girth weld seams shall be ground flush. 21 C. Finishes 22 1. Provide inside and outside of Steel Casing Pipe with a coal-tar protective coating in 23 accordance with the requirements of AWWA 0203. 24 a. Touch up after field welds shall provide coating equal to those specified above. 25 2.3 ACCESSORIES [NOT USEDI If"1 26 2.4 SOURCE QUALITY CONTROL [NOT USEDI 27 PART 3- EXECUTION 28 3.1 INSTALLERS [NOT USEDI 29 3.2 EXAMINATION [NOT USED1 30 3.3 PREPARATION [NOT USEDI 31 3.4 INSTALLATION 32 A. Install Steel Casing Pipe for By Other than Open Cut in accordance with Section 33 05 33 20 or Section 33 05 23. Install Steel Casing Pipe for Open Cut in accordance with 34 Section 33 05 10. 3.5 1. Steel Casing Pipe connections shall be achieved by full penetration field butt 36 welding or an integral machine press-1 it connection(Pennalok or equal)prior to 37 installation of the pipe, depending on the type of carrier pipe, 38 2. Allowable joint types for each crossing are shown on the Dra"411-Igs. 39 3. Field butt welding a square end piece of steel pipe to a 35 degree beveled end of VIP 40 steel pipe is acceptable. CITY OF FOR F WORTI I I laii mon Field Park STANDARD CONST RUGI ION SPE.CIFICATION 00(J,iMFN I'S Cny llrqect No.(H W? Rmsed May 20,2W 5 330522 .6 STFEL CASING PIPE Page 6 of 6 4. Integral machined press-fit connections shall be installed in accordance with the 2 tuanUfacturer's installation procedures and recommendations. 3 B. Carrier pipe shall be installed inside Steel Casing Pipe in accordance with 4 Section 33 05 24. 5 C. Contact grouting of the annulus outside the casing pipe shall be perforrned in 6 accordance with Section 33 05 23 or Section 33 05 20. 7 3.5 REPAIR/RESTORATION [NOT USED] T 8 3.6 RE-INSTALLATION [NOT USED] 9 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] MOM 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 12.A Formatting modified to apply thickness requirements for all casing installation methods --F)5/20/2015 N.Kurnaza%va Revision for pipe of smaller diameter 19 04 crry OFF CART WORTI l Hannon Field Park s"Ifs NDARD CONS FRUCI 1ON SPECIFICATION DOCUMENTS ("ity Project No 0 67 Rev sed May 20,20 5 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.13 Minority Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-0 1 60 00 Product Requirements CITY OF FORT WORTH Harmon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ci?v No.01167 Rev iscdJWy 1,.201 I This page is intentionally blare. j y fir, GC-4.01 Availability of Lands IT" CITY OF FOR MORI H Harmon held Pay* STANDARD CONSTRUCTION SPECIFICATION DOCUMENI S No 01167 Rcvised.Uy 1,201 ,7 � 7 This page Gintentionally blank ~ . 7 7 7 � \ � � \ � � \ . � \ m � \ 7 : � 7, � � t GC-4.02 Subsurface and Physical Conditions l� r f, 710 Irk if CITY OF FORT WORTH Hannon 1,teld Park STANDARDCOP6 I RUCTION SPECIFICATION DOCUMENI"S Ch),No 01167 Rev&d My 2011 i This page is intentionally blank, y Syr r GEOTECHNI AL ENGINEERING REPORT FW MR l f u. 1 f' I ' H'ARMON FIELD PARK IMPROVEMENTS r FORT WORTH, TEXAS 1, icy G This page is intentionally blank. yi J , J➢i GEOTECHNICAL ENGINEERING REPORT Harmon Field Park Improvements Fart Worth, Texas I` Prepared by: r GAI orrondona & Assoclates, Inc. fix Prepared fora Dunaway Associates, L 550 Bailey Avenue, Suite 400 Fort Worth, Texas 76107 Attention: Mr., Larry P. 'Hin u, ASLA May 5, 2014 G AI Project No. DUNA1401.00 G ORd Y'UO1M4da.NA&AssoCIATH,INC. "TEXAs FNGn NEERVN'ddi FIRM REGI a"7 WnON No.F-7933 1 I •1, This page is intentionally blank. ORWf r y Gorrondona & Associates, Inc. May 5, 2014 Larry Pa `Flinn, ASLA � Senior Principal Dunaway Associates, LP 550 Bailey Avenue, Suite 400 Fort Worth,Texas 76107 Re: GEOTECIHNICAL ENGINEERING REPORT Harmon Field Park Improvements Fort Worth,Texas ' G&AI Project No. DUNA1401.00 lop Dear Mr. O'Flinn: Y Gorrondona & Associates, Inc. (G .AI) is pleased to submit this Geotechnical Engineering Report for the above-referenced project. This 'investigation was performed in accordance with our approved contract. IF We appreciate the opportunity to work with you on this project. Please contact us t if you have any questions or require additional services. Respectfully submitted, r PRO Lee Gurecky, EIT Project Engineer ,J Telfryn John, P.E. Area Manager-Geotechnical, Environmental C T Services i, 7524.lackNewd IWlvd.South e Fort worth, lexas 76118 a 81.'T.496.1424 Fax 81.7.496.1768 G Drrroii doiiia A�soda tea s,pa,c.- �rwxas Enghake:,° ma 6°irrm Regil At:r l:ia ra o. F 7933 1, y This page is intentionally blank. "OP ^ fir mwyy P` TABLE OF CONTENTS e r 1.0 Introduction ..................................... 2.0 Field Investigation...........................................................w............................w........................... 2 3.0 Laboratory Tes in ................................w...ww.ww..w.........w..................................................... SiteConditions.,....... ............................. ............... ....... ........ ...a,.W...... 4.1 General............................................ w.m......w.mm...wa............... ,....w......w............................. 4.2 Geology.............................................. ............wa.,............................ ................... 5 4.3 Soil.................., ................. Groundwater...-........................................................................-...,.......,........—.-...... l 5.0 Analysis and Recommendations 5.1 Seis is Site Classification ..................................w ww.m....,...............................................7 5.2 Potential Vertical Soil Movements........................................................................-... 7 r 5.3 Construction Excavations................. ........................-............................................. Groundwater Control.......w............................................ ............................................ 5.5 Earthwork.................................... ... ...........—........ ............w......................w...ro..w... ..... 5.5.1 Site Preparation 5.5.2 Proofroll ............................................................................................................... 5.5.3 ra in and Drainage .wmm.m.................................................................................... f 5.5.4 t Weather/So u ra e ............................................................................. 5.5.5 Fill....................m.ww.....................w............................................................................ 1 gmu 5.5.6 Testing .................................................................a............................................. 5.6 Da olition Considerations ................... ......................................................,............. 12 .7 Loading on Buried Structures......................,.................... ......................,.................... 1 RetainingStructures.........................................,.n. ............................................................. 1 r 5.9 Buried Pipe................................................................................................................ 5.10 Foundation System ................................................................................................... 5.10.1 Slab Foundation ..... .....................................ww .........,,.....................,..............,... .10.2 Shallow Footings-........... .......... ............................... ........ .............................. 17 5.10.3 Underrearned Drilled Piers..........................................m........................................... 5.11 Slab-on-Grade................ ................................ ...............................m....... ................... 5.12 Pavement 5.12.1 Rigid Pavement -.......-................................................. .................................... 5.12.2 Pavement Su ra e...................... ......................................................... .......... 2 6.0 General Comments................................. . ................................................................... 23 r r; �f r` APPENDICES Appendix A- Project Location Diagrarns Appendix B- Boring Location Diagram Appendix C- Boring Logs and Laboratory Results Appendix D-Aerial Photographs Appendix E- US GS Topographic Map Appendix F-Site Photographs Appendix G-Geologic Information Appendix H - Unified Soil Classification System r GEOTECHNICAL ENGINEERING REPORT Harmon Field Park Improvements Fort Worth,Texas 1.0 INTRODUCTION Proiect Location: The project is located on the City of Fort Worth Harmon Field Park property in Fort Worth, Texas. The general location and orientation of the site are provided in Appendix A- Project Location Diagrams. Prolect Description: The project consists of the following proposed improvements: • Pavilion structure, • Parking and drive areas, and • Sports pole lighting. Project Authorization: This geotechnical investigation was authorized by Mr. Larry P. O'Flinn with Dunaway Associates, LP and performed in accordance with G&AI Proposal No. P13- 0352, Rev. I dated July 10, 2013. "M Purpose and Methodology: The principal purposes of this investigation were to evaluate the general soil conditions at the proposed site and to develop geotechnical engineering design recommendations. To accomplish its intended purposes, the study was conducted in the following phases: (1) drill sample borings to evaluate the soil conditions at the boring locations and to obtain soil samples; (2) conduct laboratory tests on selected samples recovered from the borings to establish the pertinent engineering characteristics of the soils; and (3) perform engineering analyses, using field and laboratory data, to develop design criteria. Cautionary Statement Regad in>? Ilse of this_Bgport: As with any geotechnical engineering report, this report presents technical information and provides detailed technical recommendations for civil and structural engineering design and construction purposes. G&AI, by necessity, has assumed the user of this document possesses the technical acumen to understand and properly utilize information and recommendations provided herein. fro G&AI strives to be clear in its presentation and, like the user, does not want potentially detrimental misinterpretation or misunderstanding of this report. Therefore, we encourage any user of this report with questions regarding its content to contact G&Al for clarification. r Clarification will be provided verbally and/or issued by G&AI in the for of a report addendum, as appropriate. G&AI Project No. DUNA1401.00 Page 1 Report Specificity. This report was prepared to meet the specific needs of the client for the specific project identified. Recommendations contained herein should not be applied to any other project at this site by the client or anyone else without the explicit approval of G&AL 2.0 FIELD INVESTIGATION Subsurface Investigation: The subsurface investigation for this project is summarized below. Boring locations are provided in Appendix B- Boring Location Diagram. Surface Boring Elevation Depth,2 Date Drilled Location Nos. Above(msl)', feet bgS (feet) 8-01 517.62 20 4/16/2014 Northing:6960331059, Easting:2332386.42 02 516.67 20 4/16/2014 Northing:6960015.46, Easting:2332993.29 8-03 516.84 20 4/16/2014 Northing:6960342.60, Easting:2333049.34 B-04 518.16 8 4/16/2014 Northing:6960529.07, Easting:2333259.22 Notes: 1. rnsl=mean sea level 2. bgs=below ground surface I AD83 Texas State Plane grid coordinates, Boring Logs: Subsurface conditions were defined using the sample borings. Boring logs generated during this study are included in Appendix C- Boring Logs and Laboratory Results. Borings were advanced between sample intervals using continuous flight auger drilling procedures. Cohesive Soil Sampling: Cohesive soil samples were generally obtained using Shelby tube samplers in general accordance with American Society for Testing and Materials (ASTM) D1.587. The Shelby tube sampler consists of a thin-walled steel to with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the undisturbed soils by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the to in the field, logged, tested for consistency using a hand penetrometer, sealed and packaged to maintain "in situ" moisture content, Consistency of Soils: 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 undisturbed sample at a constant rate to a depth of 0.25-inch. The results of these tests are tabulated at the respective sample depths on the boring logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Groundwater Observations: Groundwater observations are shown on the boring logs. G&Al Project No. DUNA1401.00 Page 2 fl Borehole Plugging: Upon completion oft a borings, the boreholes were backfilled from the top and plugged at the surface. r. 3.0 LABORATORY TESTING Al performs visual classification and any of a number of laboratory tests® as appropriate, to define pertinent engineering characteristics of the soils encountered. Tests are performed in general accordance with AST IVI or other standards and the results included at the respective sarnple depths on the boring logs or separately tabulated, as appropriate, and included in Appendix C - Boring Logs and Laboratory Results. Laboratory tests and procedures routinely utilized, as appropriate, for geotechnical investigations are tabulated below. Test Procedure Description .... .................................................... ........ .. ......... ASTM D421 Standard Practice for Dry Preparation of Soil Samples for Particle-Size Analysis and Determination of Soit Constants ............___....................... ASTM D422 Standard Test Method for Particle-Size Analysis of Soils ............. ............................ .................. ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics of SO Using Standard Effort TIP ASTM D1140 Standard Test Methods for Amount of Material In Soils Finer-than the No.200(75-pm) Sieve ASTM D1557 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using ,rr .............................................................................................................Lmodified Effort .............._ _.u. __........ __...,......_._,__.___........ ASTM D1883 Standard"rest Method for CBIR(California Bearing Ratio)of Laboratory-Cornpacled Soils ........... ASTM 02166 Standard Test Method for Unconfined Compressive Strength of Cohesive Soil Dy ASTM 02216 Standard Test Method for Laboratory Determination of Water(Moisture)Content of Soil and Rock by Mass ............................................ ................................................................. ASTM D2217 Standard Practice for Wet Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants ......................................................_...................... ............ mmmmmmmmTM D2434 Standard"West Method for Permeability of Granuiar Soils(Constant Head) ............. ............. ASTM 172435 Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading ............................................................................................_...................................... .. ....... ............................... ASTM D2487 Standard Wssificabon of Soils for En&eering Purposes(Unified Soil Classification System) .................... .............................. ........................... ...... ASTM D2488 Standard Prart�ce for Description and Identification of Soils(V�suifl-Manual Procedure) ................... .................................................................................................................... ..............................._- ASTM D2850 Standard Test Method for Unconsohdated-Unclrained TriaxW Compression Test on Cohesive Soil .......... .................................... .................... ................................——---- ASTM D2937 Standard Test Method for Density of Soil M Place by the Drive••CyIinder Method .................................... ASTM D4220 Standard Practices for Preserving and Transporting Soil Samples ................................ ...... ASTM D4318 Standard Test Methods for Liquid Lirrfit, PNasflc Limft and Piasflcity Index of Soils ..................................................................... ASTM D4546 Standard"rest Methods for One DirnensiorW Swell or,Settlement Potential of Cohesive Sofls ................................. ............ ""' '_'___ .... ................ .............. ............................................ ... .................................................................... fir ASTM D4643 Standard Test Method for Determwnaflon of Water(Moisture)Content of Soil by the Microwave Oven Method ............................. .............................. .......... L ASTM D4644 Standard Test Method for Slake Durability of Shales and Simi llar Weak Rocks ......................................... ....... G&AI Project No,DUNA1401.00 Page 3 Test Procedure Description ................. ASTM 44647 Standard Test Method for Identification and Classification of Dispersive Clay Soils by the Pinhole Test ASTM 44718 Standard Practice for Correction of Unit Weight and Water Content for Solis Containing Oversize Particles ASTM 44767 Standard Method for Consolidated Undrained TriaxIal Cornpression Test for Cohesive —..—.-.SoiIs ...................... ASTM D4972 Standard Test method for pH of Soils ... ............................ ...............—................--............... ......................... ........... Manufacturer's Soil Strength Determination Using a Torvane Instructions —-----...............................................—.-................ .............----............................................................................................................. Tex-445-E Determining Sulfate Content in Soils Colohmetric Method 4.0 SITE CONDITIONS 4.1 General Review of Aerial Photographs: Historical aerial photographs of the site were reviewed for potential past alterations to the site is could impact geotechnical design conditions. Specifically, aerial photographs were reviewed to visually assess obvious areas of significant past fill on site. Aerial photographs were reviewed for the years 2013, 2011, 2009, 2008, 2007, 2005, 2003, 2001 and 1995. Reviewed aerial photographs are included in Appendix D- Aerial Photographs. Aerial photographs indicate the site is within the Trinity River floodplain, and is part o f t he overall USACE flood protection program improvements for the City of Fort Worth. Based on the aerial photographs the site was developed with various structures since at least 2001. Therefore, we would expect surficial disturbance of site soils. Boring B-04 located south and west of the existing levee indicated fill material to a depth of 8 feet below existing grade. Due to the intermittent nature and relatively low resolution of aerial photographs, as well as our lack of detailed information regarding the past land use of the site, our review should not be interpreted as eliminating the possibility of cuts and/or fills on site is could detrimentally affect future construction. Igp 2graphy: A United States Geological Survey (USGS) topographic map of the site is provided in Appendix E- USGS Topographic Map. The map indicates the site slopes gently to the east towards the river. Site Photographs: Photographs representative of the site at the time oft is investigation are provided in Appendix F-Site Photographs. Photographed conditions are consistent with the aerial photographs and topographic map. G&AI Project No. DUNA1401,00 Page 4 4.2 Geology Geologic Formation: Based on available surface geology maps and our experience, it Ile appears this site is located within the alluvium and terrace deposits associated with the Trinity River near the mapped contact with the Fort Worth Limestone and Duck Creek Formation, undivided and the Pawpaw Formation, Weno Limestone, and Denton Clay, undivided. A geologic atlas and USGS formation description are provided in Appendix G - Geologic Information. Soils within the alluvium and terrace deposits can generally be Ids characterized as sand, silt, clay, and gravel. Soils within the Fort Worth Limestone and Duck Creek Formation, undivided can generally be characterized as clay, limestone and marl. Soils within the Pawpaw Formation, WVeno Limestone, and Denton Clay, undivided can generally be characterized as clay, limestone and marl. Geolop-ic Faults: A geologic fault study was beyond the scope of this investigation. Vp 4.3 Soil Descriptions of the various strata and their approximate depths and thickness IFF per the Unified Soil Classification System (USCS) are provided on the boring logs included in Appendix C ® Boring Logs and Laboratory Results. Terms and symbols used in the USCS are presented in Appendix H - Unified Soil Classification System. A brief summary of the stratigraphy indicated by the borings is provided below. ............ Generalized Subsurface Conditions at Proposed Pavilions and Light Poles (Borings B-01 to B-03) Nominal Depth,feet b (Except as Noted) General Detailed Description of Top of Bottom of Description Soils/Materials Encountered Layer Layer 0 20 LEAN TO FAT CLAY stiff to very stiff FAT CLAY(CH)and stiff to very stiff LEAN CLAY(CL), Note: Boring Termination Depth =20 feet bgs. ........................... Generalized Subsurface Conditions at Proposed Paving Area (Boring B-04) Nominal Depth,feet&is (Except as Noted) General Detailed Description of Top of Bottor;of Description Soils/Materials Encountered Layer Layer ............. .. ............. ........................................................... ....................... 0 8 FILL Very stiff FAT (CH) Fll..L. .......... ......... ........... Note: Boring rermination Depth 8-feet bgs. PF G&Al Project No. DUNA1401.00 Page 5 7 Swell Potential based on Atterberg Limits. Atterberg (plastic and liquid) limits were V 74 performed on 5 shallow soil samples, obtained at depths between 2- and 10-feet bgs. The plasticity index oft a samples was between 33 and 45 with an average of 40 indicating that the soils have a high potential for shrinking and swelling with changes in soil moisture content. Swell Tests. Swell tests were performed on selected clays it samples. Swell test details are provided in Appendix C - Boring Logs and Laboratory Results. The results of the tests are summarized below. Boring Avg. Moisture Liquid Plasticity Applied Swell No. Depth Content,w, Limit,LL Index,P1 Overburden N (k) % Stress(psi) B-01 7 28 60 44 6.7 --0.00 B-02 5 16 47 34, 4.7 2.35 B-04 3 71:�7 21 �58 � 45 2.6 1.58 4.4 Groundwater Groundwater Levels: The borings were advanced using auger drilling and intermittent sampling methods in order to observe groundwater seepage levels, Groundwater levels encountered in the borings during this investigation are identified below, 7 Boring No. Depth Groundwater Initially Groundwater Depth after 15 Minutes Encountered(feet,bgs) (feet,bgs) B-01 17.0 17.0 B-02 14.0 20.0 B-03 13.0 18.0 B-04 Not Encountered Not Encountered Long-term Groundwater Monitoring: Long-term monitoring of groundwater conditions via piezometers was not performed during this investigation and was beyond the scope of this study. Long-term monitoring can reveal groundwater levels materially different than sever encountered during measurements taken while drilling the borings. Groundwater Fluctuations: Future construction activities may alter the surface and subsurface drainage characteristics of this site. It is difficult to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. The groundwater level should be expected to fluctuate throughout the years with variations in precipitation. Amp G&AI Project No. DUNA1.401.00 Page 6 IM4 I 5.0 ANALYSIS AND RECOMMENDATIONS F 5.1 Seismic Site Classification FFF" The seismic site classification is based on the 2012 International Building Code (IBC) and is a classification of the site based on the type of soils encountered at the site and their engineering properties. Per Table 20.3-1 of ASC E 7-10, the seismic site classification for this site is D. 5.2 Potential Vertical Soil Movements po TxDOT Method Tex-124-E.: Potential Vertical Rise (PVR) calculations were performed in general accordance with the Texas Department of Transportation (TxDOT) Method Tex-124- E. The Tex-124-E method is empirical and is based on the Atter g limits and moisture content of the subsurface soils. The calculated PVR is an empirical estimate of a soil's potential for swell based upon the soil's plasticity index, applied loading (due to structures or overburden), and antecedent moisture condition. The wetter a soil's antecedent moisture condition, the lower its calculated PVR will be fora given plasticity index and load. However, soil with higher antecedent moisture content will be more susceptible to shrinkage due to drying. Maintaining consistent moisture content in the soil is the key to minimizing both heave and shrinkage related structural problems. Calculated PVR using TxDOT Method Tex-124-E: PVR calculated using TxDOT Tex-124-E is about 2.5 to 3-inches assuming an average to dry antecedent moisture condition. The calculated PVR is consistent with soil moisture conditions at the time this investigation was conducted. Calculated PVR using Swell Test Results: PVR based on swell test results is about 2-inches. The PVR based on swell test results is dependent on the moisture conditions at the time of testing. Soil 11A onstruction: The calculated PVR can vary considerably Moisture Confirmation Prior to r 2� with prolonged wet or dry periods. We recommend the moisture content for the upper 10 feet of soils within the structure pads be assessed for consistency with this report prior to construction if: (1) an extended period of time has elapsed between the performance of this investigation and construction of the foundation, or (2) unusually wet or dry weather is experienced between the performance of this investigation and construction of the 7 foundation. 7, G&A1 Project No. DUNA1401.00 Page 7 5.3 Construction Excavations Applicability: Recommendations in this section apply to short-term construction-related excavations for this project. Sloped., Excavations: All sloped short-term construction excavations om-site should be designed in accordance with Occupational Safety and Health Administration (OSHA) excavation standards. Borings from this investigation indicated that the soils may be classified per OSHA regulations as Type B from the ground surface to a depth of 10-feet bgs. Short-term construction excavations may be constructed with a maximum slope of 1:1, horizontal to vertical (H:V), to a depth of 10-feet bgs. If excavations are to be deeper than 10-feet, we should be contacted to evaluate the excavation. Recommendations provided herein are not valid for any long-term or permanent slopes on-site. Shored Excavations: As an alternative to sloped excavations, vertical short-term construction excavations may be used in conjunction with trench boxes or other shoring systems. Shoring systems should be designed using an equivalent fluid weight of 65 pounds per cubic foot (pcf) above the groundwater table and 95 pcf below the groundwater table. Surcharge pressures at the ground surface due to dead and live loads should be added to the lateral earth pressures where they may occur. Lateral surcharge pressures should be assumed to act as a uniform pressure along the upper 10-feet of the excavation based on a lateral earth coefficient of 0.5. Surcharge loads set back behind the excavation at a horizontal distance equal to or greater than the excavation depth may be ignored. We recommend that no more than 200-feet of unshored excavation should be open at any one time to prevent the possibility of failure and excessive ground movement to occur. We also recommend that unshored excavations do not remain open for a period of time longer than Uy 24-hours. Limitations: Recommendations provided herein assume there are no nearby structures or other improvements which might be detrimentally affected by the construction excavation. Before proceeding, we should be contacted to evaluate construction excavations with the potential to affect nearby structures or other improvements, ! Excavation Monitg!jM: Excavations should be monitored to confirm site soil conditions consistent with those encountered in the borings drilled as part of this study. Discrepancies 1"r in soil conditions should be brought to the attention of G&AI for review and revision of recommendations, as appropriate. G&A1 Project No. DUNA1401,00 Page 8 5.4 Groundwater Control Groundwater was encountered at depths as shallow as approXrimately 13-feet bgs during the subsurface investigation. If groundwater is encountered during excavation, dewatering to bring the groundwater below the bottom of excavations may be required. Dewatering could consist of standard sump pits and pumping procedures, which may be adequate to control seepage on a local basis during excavation, Supplemental dewatering will be required in areas where standard sump pits and pumping is not effective. Supplemental dewatering could include submersible pumps in slotted casings, well points, or eductors. The contractor should submit a groundwater control plan, prepared by a licensed engineer experienced in that type of work. FF 5.5 Earthwork 5.5.1 Site Preparation In the area of improvements, all concrete, trees, stumps, brush, debris, septic tanks, abandoned structures, roots, vegetation, rubbish and any other undesirable matter should be removed and properly disposed. All vegetation should be removed and the exposed surface should be scarified to an additional depth of at least 6 inches, It is the intent of these recommendations to provide a loose surface with no features that would tend to prevent uniform compaction by the equipment to be used. 5.5.2 Propfroll Structure pad subgrades should be proofrolled with a fully loaded tandem axle dump truck or similar pneumatic-tire equipment to locate areas of loose subgrade. In areas to be cut, the proofroll should be performed after the final grade is established. In areas to be filled, the proofroll should be perforrned prior to fill placernent, Areas of loose or soft subgrade encountered in the proofroll should be removed and replaced with engineered fill, moisture conditioned (dried or wetted, as needed) and compacted in place. 5.5.3 Grading and Drainage Every attempt should be made to limit the extreme wetting or drying of the subsurface soils because swelling and shrinkage of these soils will result. Standard construction practices of providing good surface water drainage should be used. A positive slope of the ground away from any foundation should be provided. Ditches or swailes should be provided to carry the run-off water both during and after construction. Stormwater runoff should be collected by gutters and downspouts and should discharge away from the structures, fwp G&AO Project No. DUNA1401.00 Page 9 5.5.4 Wet WeatherlSoft Subgrade Soft and/or wet surface soils may be encountered during construction, especially following periods of wet weather. Wet or soft surface soils can present difficulties for compaction and other construction equipment, If specified compaction cannot be achieved due to soft or wet surface soils, one of the following corrective measures will be required: 1. Removal of the wet and/or soft soil and replacement with select fill, 2. Chemical treatment of the wet and/or soft soil to improve the sub grade stability, or 3. If allowed by the schedule, drying by natural means. 4 Chemical treatment is usually the most effective way to improve soft and/or wet surface soils. G&Al should be contacted for additional recommendations if chemical treatment is 71� planned due to wet and/or soft soils. 5.5.5 Fill Select Fill. Select fill should consist of soil with a liquid limit less than 35 and a Plasticity Index between 5 and 15. The select fill should be placed in loose lifts not exceeding 8-inches and should be compacted, to at least 95 percent maximum dry density(per ASTM D-698) and at a moisture content between optimum and 4 percent above optimum moisture content. The subgrade to receive select fill should be scarified to a depth of 6 inches and compacted to at least 95 percent maximum dry density (per AST M D-698) and at a moisture content between optimum and 4 percent above optimum. Lime-treated Native, Clay Soil. Based on the laboratory testing conducted fortis investigation, the native clay on-site soils will not meet specifications for select fill outlined in the section titled "Fill". As an alternative to importing select fill, the native clay soil may be blended with lime to reduce the plasticity index to meet select fill requirements. Based on our experience, we expect that it will require between 4® and 6-percent lime (by dry unit weight)to reduce the plasticity index of the native clay soils to select fill requirements. Prior to selecting this alternative, lime series tests should be performed to assess the amount of lime required. General Fill. General fill should consist of material approved by the Geotechnical Engineer with a liquid limit less than 50. General fill should be placed in loose lifts not exceeding 8- inches and should be uniformly compacted to a minimum of 95 percent maximum dry density(per ASTIVI D-698) and within ±2 percent of the optimum moisture content. Fill Restrictions, Select fill and general fill should consist of those materials meeting the requirements stated. Select fill and general fill should not contain material greater than 4® inches in any direction, debris, vegetation, waste material, environmentally contaminated material, or any other unsuitable materiaL G&A1 Project No. DUNA1401.00 Page 10 FIR Unsuitable Materials: Materials considered unsuitable for use as select fill or general fill include low and high plasticity silt (ML and MH), silty clay (CL-ML), organic clay and silt (OH and OL) and highly organic soils such as peat (Pt). These soils may be used for site grading and restoration in unimproved areas as approved by the Geotechnical Engineer. Soil placed in unimproved areas should be placed in loose lifts not exceeding 10-inches and should be compacted to at least 92 percent maximum dry density (per ASTM D-698) and at a moisture content within ±4 percentage points of optimum. Cautionary Note: It is extremely important that select fill placed within structure pads be properly characterized using one or more representative proctor samples. The use of a proctor sample which does not adequately represent the select fill being placed can lead to erroneous compaction (moisture and density) results is can significantly increase the potential fors lli the select fill. The plasticity index of select fill soils placed during construction should be checked every day to confirm conformance to the project specifications and consistency with the proctor being utilized. 5.5.6 Testing ; squired Testing an Inspections: Field compaction and classification tests should be performed by G&AL Compaction tests should be performed in each lift of the compacted material. We recommend the following minimum soil compaction testing be performed: one test per lift per 2,500 square feet (SF) in the area of the building pad, one test per lift per 5,000 SF outside the building pad, and one test per lift per 100 linear feet of utility backfill. If the materials fail to meet the density or moisture content specified, the course should be reworked as necessary to obtain the specified compaction. Classification confirmation inspection/testing should be performed daily on select fill materials(whether on-site or imported)to confirm consistency with the specifications. Liability Limitations: Since proper field inspection and testing are critical to the design recommendations provided herein, G&AI cannot assume responsibility or liability for recommendations provided in this report if construction inspection and/or testing is performed by another party. G Project No.DU ,41401.00 Page 11 5.6 Demolition Considerations Recommendations in this section apply to the removal of any existing foundations, utilities or pavement is may be present on this site. General: Special care should be taken in the demolition and removal or existing floor slabs, foundations, utilities and pavements to minimize disturbance of the subgrade. Excessive disturbance of the subgrade resulting from demolition activities can have serious detrimental effects on planned foundation and paving elements. Existing Foundations- Existing foundations are typically slabs, shallow footings, or drilled piers. If slab or shallow footings are encountered, they should be completely removed. If drilled piers are encountered, they should be cut off at an elevation at least 24-inches below proposed grade beams or the final subgrade elevation, whichever is deeper. The remainder' of the drilled pier should remain in place. Foundation elements to remain in place should be surveyed and superimposed on the proposed development plans to determine the potential for obstructions to the planned construction. G&AI should be contacted if drilled piers are to be excavated and removed completely. Additional earthwork activities will be required to make the site suitable for new construction if the piers are to be removed completely. Existing_Utilities: Existing utilities and bedding to be abandoned should be completely removed. Existing utilities and bedding may be abandoned in placed if they do not interfere with planned development. Utilities which are abandoned in place, they should be properly pressure-grouted to completely fill the utility. Backfill: Excavations resulting from the excavation of existing foundations and utilities should be backfilled in accordance with Section 5.5.5®-Fill. Other Buried Structures: Other types of buried structures (wells, cisterns, etc.) could be located on the site. If encountered, G&AI should be contacted to address these types of structures on a case-by-case basis. 5.7 Loading on Buried Structures �: Buried water-tight structures are subjected to uplift forces caused by differential water levels adjacent to and within the structure. For design purposes, we recommend the groundwater level be assumed at the ground surface. Resistance to uplift pressure is provided by soil skin friction and the dead weight of the structure. Skin friction should be neglected for the upper 3 feet of soil. A skin friction of 200 pounds per square foot(psf) may be used below a depth of 3 feet. G&A1 Project No, DUNA1.401.00 Page 12 Lateral Pressure: Lateral pressures on buried structures due to soil loading can be determined using an equivalent fluid weight of 95 pounds per cubic foot (pcf). This includes hydrostatic pressure but does not include surcharge loads. The lateral load produced by a surcharge may be computed as 50 percent of the vertical surcharge pressure applied as a constant pressure over the full depth of the buried structure. Surcharge loads located a horizontal distance equal to or greater than the buried structure depth may be ignored. Vertical Pressure: Vertical pressures on buried structures due to soil loading can be determined using an equivalent fluid weight of 125 pcf. This does not include surcharge loads. The vertical load produced by a surcharge may be computed as 100 percent of the vertical surcharge pressure applied as a constant pressure over the full width of the buried structure. IF] 5.8 Retaining Structures Applicability: G&Al was not notified of any specific retaining structures in conjunction with this project. Recommendations provided in this section are applicable to structures 5-feet or a less in height. Retaining structures in excess of 5-feet should be brought to the attention of G&Al fora more detailed assessment. It is im erative that to al stability be reviewed by G&A1 on onv retaining structure in excess of 5-feet in height. Lateral Pressure: Lateral pressures on retaining structures due to soil loading can be determined using an equivalent fluid weight of 65 pounds per cubic foot (pcf) if fill behind the all is free-draining and above the groundwater table and 95 pcf if fill behind the wall is not free draining or is below the groundwater table. This does not include surcharge loads. This also assumes a horizontal ground surface behind the structure. The lateral load produced by a surcharge may be computed as 50 percent of the vertical surcharge pressure applied as a constant pressure over the full depth of the buried structure. Surcharge loads set back behind the retaining structure at a horizontal distance equal to or greater than the structure height may be ignored. Lateral Resistance: Resistance to lateral loads may be provided by the soil adjacent to the structure. We recommend using an equivalent fluid weight of 100 pcf for lateral resistance. An allowable coefficient of sliding friction of 0.2 (using a Factor of Safety of 2) between the retaining structure concrete footings and underlying soil may be combined with the passive lateral resistance. Bearing Capacity: Assuming a minimum embedment depth of 24-inches, an allowable bearing capacity of 2,000 psf may be used for retaining structure footings (using a Factor of Safety of 3). G&A1 Project No. DUNA1401.00 Page 13 ill 5.9 Buried Pipe Applicability. Recommendations in this section are applicable to the design of buried piping placed by open cut methods associated with this project. Pressure on Buried Pipe. Design recommendations provided in the "Loading on Buried Structures" section of this report apply to buried piping. Thrust Restraints. Resistance to lateral forces at thrust blocks will be developed by friction developed along the base of the thrust block and passive earth pressure acting on the vertical face of the block. We recommend a coefficient of base friction of 0.2 along the base of the thrust block. Passive resistance on the vertical face of the thrust block may be calculated using the allowable passive earth pressures presented below. Allowable Passive Earth Pressure by Material Type Material Allowable Passive Pressure (p—sf) — Native Clay and Clayey Sand 2,000 Compacted Clay Fill 1,500 Note: Passive resistance should be neglected for any portion of the thrust block within 3 feet of the final site grade. The allowable passive resistance for native clays and clayey sand is based on the thrust block bearing directly against vertical,undisturbed cuts in these materials,---- Beddi[!g_and_BackfiII. Pipe bedding and pipe-zone backfill forte water and sanitary sewer piping should be in accordance with TxDOT standard specification Item 400 or the local equivalent. The pipe-zone consists of all materials surrounding the pipe in the trench from six (6) inches below the pipe to 12 inches above the pipe. Trench Backfill. Excavated site soils will be utilized to backfill the trenches above the pipe-zone. Backfilled soil should be placed in loose lifts not exceeding 8-inches and should be compacted to at least 95 percent maximum dry density (per ASTM D-698) and at a moisture content between optimum and 4 percent above optimum moisture content. Trench Settlement. Settlement of backfill should be anticipated. Even for properly compacted backfill, fills in excess of 8 to 10 feet are still subject to settlements over time of about I to 2 percent of the total fill thickness. This level of settlement can be significant for fills beneath streets. Therefore, close coordination and monitoring should be performed' to reduce the potential for future movement. 0" G Project No. DUNA1401.00 Page 14 Fro 5.10 Foundation System `' Appropriate Foundation Types. The following foundation types area ro riate tote site based on the geotechnical conditions encountered: I r • Slab foundation, • Shallow footings, or Underreamed drilled piers. Foundation Determination. We have assumed that structural loads will be typical for the type and size of building proposed. Recommendations for the foundation types are presented below. Final determination of the foundation type to be utilized for this project should be made by the Structural Engineer based on loading, economic factors and risk tolerance. Avoidance of Mixing Foundation Types. Mixing of foundation types for a given building should be avoided. Where mixing of slab/shallow footings and underreamed drilled piers is required fora given building, we should be contacted to review the foundation plans prepared by the Structural Engineer prior to construction. Slab/shallow footing foundations F and underreamed drilled pier foundations can have incompatible movement characteristics. Foundations Adjacent to Slopes. Foundations placed too close to adjacent slopes steeper than 5:1 (H:V) may experience reduced bearing capacities and/or excessive settlement. Recommendations provided herein assume foundations are not close enough to adjacent slopes in excess of 5:1 (H:V) to be detrimentally affected. Therefore, foundations closer than 5 times the depth of adjacent slopes, its or excavations in excess of 5:1 (H:V) should be brought to our attention in order that we may review t e a ppropriateness of our recommendations. Assumed Maximum Cut Depth. We have also assumed that cuts of less than ® will be required to bring the site to grade. In the event cuts in the building pad exceed 1-foot, we should be notified and allowed to review the design to assess the suitability o f t he foundation recommendations provided. 5.10.1 Slab Foundation General. The proposed pavilion structure can be supported on a reinforced ground- supported slab foundation. The slab foundation should be conventionally reinforced or post-tension reinforced. The slab foundation should be designed with exterior and interior grade beams adequate to provide sufficient rigidity t o t he foundation system to sustain the vertical soil movements expected at this site as described above. All grade beams and floor slabs should be adequately reinforced with steel to minimize cracking as normal movements occur in the foundation soils. G&A1 Project No. DUNA1401.00 Page 15 Oft Bearing.Capacity. The slab should be designed using a net dead load plus sustained live load bearing pressure of 1,500 psf or a net total load pressure of 2,250 psf, whichever condition results in a larger bearing surface. These bearing pressures are based on a safety factor of 3 and 2, respectively, against shear failure of the foundation bearing soils. Foundation Depth. Grade beams should be founded a minimum of 18 inches below surrounding grade (supported on select fill). The bottom of the beam trenches should be free of any loose or soft material prior to the placement of the concrete. PTI Recommendations. A slab constructed on-grade will be subject to potential slab movements of about 2.5 to 3-inches based upon the information gathered during this investigation. Subgrade treatment (excavation of natural ground and replacement with select fill) shall be performed to reduce the PV R to 1-inch or less. Subgrade treatment recommendations are provided in the section titled "Slab-on-Grade". The recommended foundation design parameters based on information published in the Post Tensioning Institute (PTI) Design of Post-Tensioned Slabs-on-Ground, 3rd Edition, are as follows: Allowable PVR Foundation meters per TTI 3r"Edition in Inches Edge Moisture Variation Distance Differential Soil Movement (feet) (inches) Center Lift Edge Lift Center Lift Edge Lift E!�r�Ui �� 8.7 4.4 0.9 1.2 Amy r IMPORTANT: The recommended foundation design parameters are applicable to climate controlled soil conditions only. These parameters are not applicable when non-climate related factors, such as vegetation, landscaping, trees, drainage, construction methods, land use, or other factors, may influence soil movement. G&A1 should be contacted to evaluate the effect of non-climate related factors. Deflection Analysis. Slab deflections should be analyzed per recommendations provided in Section 5.11®Slab-on-Grade. Wimp GUI Project No. DUNA1.401.00 Page 16 5.10.2 Mallow Footings P" General Requirement. Shallow strip and spread footing foundations may be used for support of the pavilion structures and sports light pole. For the pavilion structures recommendations provided in section entitled "Slab-on-Grade" must be followed. V Foundation ot . Shallow strip and spread footing foundations should bear on native soil at a depth of 2-feet below the surrounding grade. Bearing Capacity. Continuous strip footings can be proportioned using a net dead load plus OV sustained live load bearing pressure of 2,000 psf or a net total load bearing pressure of 3,000 psf, whichever condition results in a larger bearing surface. Individual spread footings can be proportioned using a net dead load plus sustained live load bearing pressure of 2,600 psf or a net total load bearing pressure of 3,900 psf, whichever condition results in a larger bearing surface. These bearing pressures are based on a safety factor of 3 and 2, respectively. Geometry. Individual spread footings should be at least 30 inches wide and continuous strip footing foundations should be at least 16 inches wide. Settlement. Settlement of footing foundations is influenced by a number of factors, including: load (pressure), soil consolidation properties, depth to groundwater, geometry (width and length), depth, spacing, and quality of construction. Although a detailed settlement analysis is beyond the scope of this study, settlement for foundations constructed as described above should be about 1 inch or less. Lateral Resistance. Resistance to lateral loads may be provided by the soil adjacent to the footings. We recommend using an equivalent fluid weight of 100 pcf for lateral resistance. An allowable coefficient of sliding friction of 0.2 (using a Factor of Safety of 2) between the concrete footings and underlying soil may be combined with the passive resistance. TO Construction and Obserration. The geotechnical engineer should monitor foundation construction to verify conditions are as anticipated and that the materials encountered are suitable for support of foundations. Soft or unsuitable soils encountered at the foundation bearing level should be removed to expose suitable, firm soil. Foundation excavations should be dry and free of loose material. Excavations for foundations should be filled with concrete before the end of the workday or sooner if necessary to prevent deterioration of the bearing surface® Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. If more than 24 hours of exposure of the bearing surface is anticipated in the excavation, a "mud slab" should be used to protect the bearing surfaces. G&A1 Project No. DUNA1401.00 Page 17 I f a mud slab is used, the foundation excavations should initially be over-excavated by approximately 4 Inches and a lean concrete mud slab of approximately 4 inches in thickness should be placed in the bottom of the excavation immediately following exposure of the bearing surface by excavation. The mud slab will protect the bearing surface, maintain more uniform moisture in the subgrade, facilitate dewat�ering of excavations if required and provide a working surface for the placement of formwork and reinforcing steel. 5.10.3 Underreamed Drilled Piers General. Drilled pier foundations (auger-excavated, underreamed, steel reinforced, cast-in- place concrete piers) bearing in native soil may be utilized at this site for the proposed structures 17 Foundation Depth. We recommend that underrearned piers should be founded at a depth of 12®to 14-feet beneath the existing grade. Bearing Capacitor. The piers may be proportioned using a net dead load plus sustained live load bearing pressure of 3,000 psf or a net total load pressure of 4,500 psf, whichever condition results in a larger bearing surface. These bearing pressures are based on a safety factor of 3 and 2, respectively, against shear failure of the foundation bearing soils. Settlement. Foundation settlement for drilled piers constructed as described above should be less than I inch. All jLaater[2L��. Because of the potential for the upper two feet of the soil to shrink and pull away from drilled piers during dry periods, we recommend soil resistance to lateral loads on drilled piers be ignored in the upper 2-feet of the soil profile. For resistance of lateral loads on drilled piers, we recommend the following LPILE design parameters (Factor of Safety= 3 for cohesion). Effective Depth Soil Unit Allowable Angle of Internal Strain at Modulus of Subgrade (feet) Soil Type Weight Cohesion,c Friction,0 %Peak Reaction,k(for (pd) (Psf) (degrees) Strength,E50 lateral loads)(pci) 0-5 Ciay 125 0 0 NA NA 5-.13 Clay 125 700 0 0.007 300 13-14 clay 0.007 300 i� Z'0L"0J �__._'0J _ (1)—Effective soil unit weight based on assumed groundwater depth greater than 13-feet. pcf:::::pounds per cubic foot;psf=pounds per square foot;pci=Pounds per cubic inch ..................... .P�Hft. The uplift force on the piers due to swelling of the active clays can be approximated by assuming a uniform uplift pressure of 1,000 psf actiing over the perimeter of the shaft to a "In, depth of 12 feet. The shafts should contain sufficient full length reinforcing steel to resist uplift forces. G&Al Project No.DUNA1.401.00 Page 18 Uplift Resistance. The uplift resistance provided by an underrearned drilled pier is the sum of resistance provided by the shear strength of the soil, the weight of the soil above the bell and the weight of the drilled pier itself. The following equation may be used to calculate the allowable uplift resistance: F CNAu . N a u i FS, FS2 Where: F® allowable uplift resistance, lbs c= allowable cohesion, psf Nu= bearing capacity factor= 3.5Db f�.. 9 Bb Db= depth to base of bell, ft Bb= diameter of the bell,ft Irj32 j32 ft S" Au= projected area of bell, ( 2 4 B,® diameter of the drilled pier shaft, ft W,=weight of soil above bell, I W,=weight of drilled pier, I FS, FS2=safety factors A safety factor of 3 has been applied tote allowable cohesion value and is appropriate for sustained loading conditions. However, the allowable cohesion values may be increased by NO 50 percent, resulting in a safety factor of 2, for transient loading conditions. We recommend a soil weight safety factor, FS1, of 1.2 and a drilled pier weight safety factor, FS2, Of 1-1. Shaft/Diameter Ratio. The piers should be provided with an underream diameter to shaft diameter ratio not less than 2 to I and not greater than 3 to I. Pier Spacing. For uplift considerations, piers should not be spaced closer than two underream diameters (edge to edge) based on the diameter of the larger underream. Closer pier spacings may result in reduced uplift capacity. We should be contacted to review closer pier spacings on a case-by-case basis. Construction Observation. The construction of all piers should be observed as a means to verify compliance with design assumptions and to verify: 1. the bearing stratum; 2. underream size; 3. the removal of all smear zones and cuttings; 1"' 4. that groundwater seepage, when encountered, is correctly handled; and 5. that the shafts are vertical (within acceptable tolerance). f G&AI Project No.DU A11. Page 19 Groundwater: Groundwater was encountered at depths as shallow as approximately 13.0- feet bgs during the subsurface investigation. Groundwater may be encountered during pier excavation and the risk of groundwater seepage is increased during or after periods of precipitation. Submersible pumps may be capable of controlling seepage in the pier excavation to allow for concrete placement. ApplicableTxDOT Standards. Drilled pier foundations should be constructed in accordance with the requirements of TxDOT Item 416 (standard specification for construction of drilled pier foundations). This specification includes requirements for construction using casing or the slurry displacement method, as appropriate. We should be contacted for further evaluation and recommendations if soils other than those anticipated to be encountered at the design foundation bearing level, or if groundwater seepage and/or underrearn collapse occurs. Concrete Placement. Concrete should be placed in the shafts immediately after excavation to reduce the risk of significant groundwater seepage, deterioration of the foundation- bearing surface and underrearn collapse. In no event should a pier excavation be allowed to remain open for more than 8 hours. Concrete should have a slump of 5 to 7 inches and should not be allowed to strike the shaft sidewall or steel reinforcement during placement. MIT G&A1 Project No.DUNA1401.00 Page 20 5.11 Slab-on-Grade Potential Vertical Slab Movements. Based on the information gathered during this investigation, a slab constructed on-grade will be subject to potential vertical slab movements of about 2.5 to 3-inches. To reduce the PV R to 1-inch or less, we recommend that the uppermost 5-feet of the building pad subgrade consist of select fill. In areas where less than 5-feet of fill is required to bring the building pad to grade, we recommend that the existing soils be excavated to a depth of 5-feet below the top of the finished building pad subgrade and replaced with select fill. Subgrade treatment should extend at least 3-feet horizontally beyond the perimeter of the building. Subgrade Treatment at Exterior DoorWays. Subgrade treatment should extend beneath sidewalk areas that abut exterior doorways to the building. Failure to perform subgrade treatment in these areas can increase the probability of differential heaving between exterior sidewalks and doorways, resulting in exterior doors that won't or have difficulty opening outward due to "sticking" caused by heaving sidewalk slabs. 52bgrade Moisture. The slab subgrade is prone to drying after in exposed and should be kept moist prior to slab placement. Moisture Barrier. A moisture barrier should be used beneath the slab foundation in areas where floor coverings will be utilized (such as, but not limited to, wood flooring, tile, Pr linoleum and carpeting). tl Slab Deflection Analysis: We recommend that slab deflections be analyzed using a coefficient of subgrade reaction, k, of 125 pounds per cubic inch (pci) for the select fill subgrade soils. 5.12 Pavement Recommendations for rigid pavement and preparation of the pavement subgrade are provided in the following sections. A traffic study indicating the number and type of vehicles on which to base the pavement design was not provided. Therefore, our recommendations are based upon our experience with similar projects assuming normal vehicular loading. Any unusual loading conditions should be brought to our attention prior to finalizing the pavement design so that we may assess and modify our recommendations as necessary. vy G&A1 Project No. DUNA1401.00 Page 21 5.12.1 Rigid Pavement '7 Portland cement concrete (PCQ with a minimum 28-day compressive strength of 3,500 pounds per square inch (psi) should be utilized for rigid pavement. Grade 60 reinforcing steel should be utilized in the transverse and longitudinal directions. The following pavement thicknesses and reinforcing are recommended: Thickness-7 — Paving Use (inches Reinforcing ) Parking Areas for 6 No.3 bars spaced on 24-inch intervals or Automobiles and Light Trucks 12 x 12–W5 x W5 welded wire fabric Drive Lanes and Areas Subjected to 6 No.3 bars spaced on 18-inch intervals or Light to Medium Trucks 12 x 12–W6 x W6 welded wire fabric ............... ..................................... Areas Receiving No.3 bars spaced on 18-inch iintervals or 7 Heavy Trucks and Du mpsters _J 12 x 12–W6.5 x W6.5 welded wire fabric Contraction joints should be spaced at about 30 times the pavement thickness up to a maximum of 15 feet in any direction. Saw cut control joints should be cut within 6 to 12 hours of concrete placement. Expansion joints should be spaced a maximum of 60-feet in any direction and should be placed where the pavement abuts any structure. Dowels should have a diameter equal to V8 the slab thickness, be spaced on 12-inch intervals, and be embedded at least 9-inches. Where not specified herein, concrete pavement should comply with Texas Department of Transportation (TxDOT) Standard Specifications, Item 360, "Concrete Pavement", or local equivalent. 5.12.2 Pavement Subgrade Fat clay and lean clay is expected) to be encountered or exposed at pavement subgrade. The pavement subgrade should be placed in loose lifts not exceeding 8-inches and should be uniformly compacted to a minimum of 95 percent maximum dry density (per ASTIVI D-698) and within ±2 percent of the optimum moisture content. We recommend the subgrade be stabilized using the following: Reagent Application Rate Application Depth (pounds per square yard) _(Inches) Lime 27 6 Lime stabilization should be performed in accordance with TxDOT Standard Specifications, Item 260, "Lime Stabilized Subgrade", or local equivalent. G&A1 Project No. DUNA1401,00 Page 22 V 6.0 GENERAL COMMENTS Data A22gMg!iM. By necessity, geotechnical engineering design recommendations are based on a limited amount of information about subsurface conditions. In the analysis, the geotechnical engineer must assume subsurface conditions are similar to those encountered in the borings. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of the it investigation and 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. Subsurface Anomalies. Anomalies in subsurface conditions are often revealed during construction. 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. Change of Conditions. 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 should be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Design Review. G&AI, Inc. should be retained to review those portions of the plans and Ir 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 FF recommendations contained in this report. Construction Materials Testing and Inspection® G&AI should be retained to observe earthwork and foundation installation and perform materials evaluation and testing during the construction phase of the project. This enables G&AI's 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. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer (G&AI) at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner to contact 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. G Project No. 11 A101. 0 Page 23 Until the recommended construction phase services are performed by G&M, the recommendations contained in this report on such items as final foundation bearing elevations, final depth of undercut of expansive soils for non-expansive earth fill pads and other such subsurface-related recommendations should be considered as preliminary. Liability Limitation. G&Al cannot assume responsibility or liability for recommendations provided in this report if construction inspection and/or testing recommended herein is performed by another party. Warranty. This report has been prepared for the exclusive use of the Client and their designated agents for specific application to design of this project. 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. af "041 71 17 G&M Project No.DUNA1.401,00 IPage 24 Appendix A - Project Location Diagrams This page is intentionally blank. i re I f I W p v� a� -� v Q O C f � CL _Q E �� U� � - G M l QI Q ao LL N C E ` fD '• a1 n �� / W r _ O�y/ Li k 1% 1 Ill 1[ Q' ,r � i iii i yr fi r _o 1 O lzr rH f rH i Z 4- u d " o- �(Smsua�pga 6>!t / p� �v� �, m /�" /u9r�'; �,� ��/r�l� tl� if�li oa I " l'.i•:'+' vow sl i ! ir k ui /!!Oi sM w ii uwuWNVwA'U bran /v " /Ar P mifj<fl 4 ray ^ruM , �r f r �� III qryw Mil NO f ,iii alfl�MNNV roi J llr, ', i�mmu�w ° � o r �r i�i�� , )iii/i/," r� � °��1j� ! �/ • 1 fi k �! • /o • �vlw�mrgRO y / // /i % •. /' / '" /i� �Yii ii�,�r t/i��psi�r/�/�� dY�� ! �/r,�limld��f�!� w m / i r / � / ll ,;;' µ"� �miFOrrw,i„m /i',;wr„.,rnr,�r, r�Dr,ptr,�,i',h✓'�i/ , r ` III 11 r. �nr �If C i v ;,,, ✓yam "I ''” �% %!� !�%� i! �,, !/ ) � ��/��/� J wet �`,::. / . ,� ��i, �r%/ � ��1� j, %j�,. �r �""'/�l�' t, ! 0 111y�%%��j�� • / h rl / Appendix B - Boring Location Diagram This page is intentionally blank. ..............1, . ................... cc Q E u > Q O Z 4+ O t E rB 1d �I. "'uuuuuuuuvv ��.., u l ���IVIIVIIIIIII� rU r' J r i ip � iim O �puuuuuuuuuuuuuu ' k9111EI�I iz O DG ( E f co lu umui III X�YiIV °IiilViilii ` v III uuum i�uu�lii i i i r viii r a/ O ` O fO ( N Q z O Z 4- !III Mile CL O l This page is intentionally blank. Appendix C - Boring Logs and Laboratory Results This page is intentionally blank. dort &Associates 11710 BORING NUMBER B-01 11710 North Freeway,Suite 700,Houston,TX 77060 PAGE 1 OF 1 7524 Jack Newell Blvd.So,Fort Worth,Texas 76118 Telephone: HOU:281-469-3347;FW:817-496-1424 Fax HOU:281-469.3594;FW:817-496-1768 CLIENT Dunaway Associates,LP PROJECT NAME Harmon Field Park Improvements PROJECT NUMBER DUNA1401.00 PROJECT LOCATION Fort Worth,Texas DATE STARTED 4/16/14 COMPLETED 4!16!14 GROUND ELEVATION 517.62 ft HOLE SIZE CONTRACTOR StrataBore GROUND WATER LEVELS: METHOD Continuous Flight Auger V INITIALLY ENCOUNTERED 17.0 ft/Elev 500.6 ft LOGGED BY CM CHECKED BY LG 1 AFTER 15 MIN. 17.0 ft/Elev 500.6 ft NOTES Northing:6960331.59,Eastin. 2332386.42 AFTER -- ATTERBERG �- oW z m N W o LIMITS W F SU �W ��^ �FZ) d Z nwN C: Q � H 0_ d Wm W ZJ �--� Qw mw � °' F-� 0z U Z W O MATERIAL DESCRIPTION 2 >O O a W.4 > N a m g z a w p�_ H U X O o p�pp> `1'-' �� c w W U` O Qz w 0 00 ow U a Oz O� g� °z w o cn a v`� o �� —'J o f g— z EL LL FAT CLAY(CH)-Stiff to very stiff,dark gray. ST 4.50 21 With roots to 2 feet. ST 3.25 24 5 ST 1.50 1.8 99 26 a i6 N ST 2.50 28 60 16 44 98 a z a N z ST 2.50 27 0 a 10 �i z w -- w ly Y K Q a LEAN CLAY(CL)-Very stiff,brown. J W ST 3.50 2.6 109 20 a ? 15 o j0 a /z f 0 j o w / ST 3.50 21 37 12 25 86 iW 20 Bottom of hole at 20.0 feet. Gorrondona&Associates BORING NUMBER B-02 11710 North Freeway,Suite 700,Houston,TX 77060 PAGE 1 OF 1 7524 Jack Newell Blvd.So,Fort Worth,Texas 76118 13 Telephone: HOU:281-469-3347;FW:817-496-1424 Fax: HOU:281-469.3594;FW:817-496-1768 CLIENT Dunaway Associates,LP PROJECT NAME Harmon Field Park Improvements PROJECT NUMBER DUNA1401.00 PROJECT LOCATION Fort Worth Texas DATE STARTED 4/16/14 COMPLETED 4/16/14 GROUND ELEVATION 516.67 ft HOLE SIZE CONTRACTOR StrataBore GROUND WATER LEVELS: METHOD Continuous Flight Auger �Z INITIALLY ENCOUNTERED 14.0 ft/Elev 502.7 ft LOGGED BY CM CHECKED BY LG 1 AFTER 15 MIN. 20.0 ft/Elev 496.7 ft NOTES Northing:6960015.46,Easting:2332993.29 AFTER --- ATTERBERG F- U a o > cn w w W > 0) W° LIMITS w W z �.� (L Wm W� �zJ H� Q� N c c m H� pz U Z W Q O MATERIAL DESCRIPTION a g o E)� W v .4 o m c N z n W U W OU o p aO 2z U mOz U O off' U 2 3 Oz Cyr U) Nm co U)i � a ~ Um a o g0 JJ aJ Z z g- 0 a u LEAN CLAY(CL)-Stiff to very stiff,dark gray. ST 3.25 23 j jj ST 3.25 21 jj 5 j With calcareous nodules below 4 feet. ST 4.50 16 47 13 34 95 j N j j ST 4.50 19 a j j Brown below 8 feet, z j ST 3.25 2.9 111 21 a 10 j 2 j > j Of j ( j a j 0 J 0 j- ST 2.75 20 45 13 32 90 15 j od j o j O j O j0 j ST 3.00 18 � 20 _ Bottom of hole at 20.0 feet. dorth Associates 11710 BORING NUMBER B-03 11710 North Freeway,Suite 700,Houston,TX 77060 PAGE 1 OF 1 I1. 7524 Jack Newell Blvd.So,Fort Worth,Texas 76118 Telephone: HOU:281-469-3347;FW:817-496-1424 Fax: HOU:281-469.3594;FW:817-496-1768 CLIENT Dunaway Associates,LP PROJECT NAME Harmon Field Park Improvements PROJECT NUMBER DUNA1401.00 PROJECT LOCATION Fort Worth,Texas DATE STARTED 4/16/14 COMPLETED 4/16/14 GROUND ELEVATION 516.84 ft HOLE SIZE CONTRACTOR StrataBore GROUND WATER LEVELS: METHOD Continuous Flight Auger INITIALLY ENCOUNTERED 13.0 ft/Elev 503.8 ft LOGGED BY CM CHECKED BY LG 1 AFTER 15 MIN. 18.0 ft/Elev 498.8 ft NOTES Northing:6960342.60,Easting:2333049.34 AFTER --- ATTERBERG i W z m w .N w o LIMITS w m rn a ° O MATERIAL DESCRIPTION w m w o o z i-ti > aNi w w z F z o U w a- >� --��� w,., �� CL G N fl. CQ w F- F- U w V o 0 o U O" m0 Y o F- �— �- C� Qz w UZ UO o: U �O 0 Uz wv 0 U o! n- U U a o U —' a a— z FL FAT CLAY(CH)-Very stiff,dark gray. ST 4.00 12 With roots to 2 feet. ST 4.50 17 55 13 42 95 5 ST 4.50 17 / LEAN CLAY(CL)-Very stiff,brown. o j ST 4.50 8.2 116 16 n / 0 Q N z j ST 4.00 19 45 12 33 94 a 10 / z j w 0 / a Y W j o j ST 4.50 2.0 110 19 15 / jz o / j o j cD 0 W j ST 3.25 20 frl 20 Bottom of hole at 20.0 feet. Gorrondona&Associates BORING NUMBER B-04 11710 North Freeway,Suite 700,Houston,TX 77060 PAGE 1 OF 1 7524 Jack Newell Blvd.So,Fort Worth,Texas 76118 13 Telephone: HOU:281-469-3347;FW:817-496-1424 Fax: HOU:281-469.3594;FW:817-496-1768 CLIENT Dunaway Associates,LP PROJECT NAME Harmon Field Park Improvements PROJECT NUMBER DUNA1401.00 PROJECT LOCATION Fort Worth,Texas DATE STARTED 4/16/14 COMPLETED 4/16/14 GROUND ELEVATION 518.16 ft HOLE SIZE CONTRACTOR StrataBore GROUND WATER LEVELS: METHOD Continuous Flight Auger INITIALLY ENCOUNTERED Not Encountered LOGGED BY CM CHECKED BY LG AFTER 15 MIN. Not Encountered NOTES Northing:6960529.07,East! g:2333259.22 AFTER --- ATTERBERG W z m N W o LIMITS W U of > _ cnw w w > mo �— } E- F� -0 UJM WD �ZJ �-� Q� �•� c N H� �Z U (- Z W a O MATERIAL DESCRIPTION g >C� ¢ W > a o, z a W o F U X O a O� OD W 0v c O , z �— U— �W U° 0 Qz w UZ O Uin U �' �O g °z Lou U) o a o U o g— z 0.0 a- LL FAT CLAY(CH)FILL-Very stiff,brown and gray, with iron nodules. ST 4.50 15 With roots to 2 feet. 2.5 0 c9 o ST 3.75 21 58 13 45 96 a m N Z_ U a With gravel below 4 feet. z z 2 5.0 ST 4.50 17 a a 0 J W LL O Q Z 0 0 0 v Q Z U oif a ST 4.50 16 c9 0 7.5 0 W C9 W Bottom of hole at 8.0 feet. ' — ' UNCONFINED COMPRESSION TEST Cn CD ID 0 0 Axial Strain, % Sample No. i Unconfined strength, tsf 1.824 Undrained shear strength, tsf 0.912 Failure strain, 7.7 Strain rate, %/min. Water content, % 25.8 Wet density, pcf Dry density, pcf 99.2 Saturation, % Void-ratio N/A Specimen diameter, in. Specimen height, in. 5.76 ameter ratio Description: Brown,FAT CLAY(CH). LL PL= Pi Assumed GS= Type: Shelby Tube Project No.: DUNA1401.00 Client: Dunaway Associates,LP Date Sampled: 4/16/2014 Remarks: Project: Harmon Field Park Improvements Location: Boring B-01 UNCONFINED COMPRESSION TEST Figure Gorrondona &Associates, Inc. Houston, Texas UNCONFINED COMPRESSION TEST 4 3 C/) ID 2 U) a) CL E 0 0 0 0 5 10 15 20 Axial Strain, % Sample No. 1 Unconfined strength, tsf 2.624 Undrained shear strength, tsf 1.312 Failure strain, % 13.5 rate, %/min. Strain 1.00 Water content, % 19.9 Wet density, pcf 1313 Dry density, pcf 10�5 '09 Saturation, % N/A Void ratio N/A Specimen diameter, in. 2.76 specimen height, in. 5.75 Height/diameter ratio 2.08 Description: Gray and light brown,LEAN CLAY(CL). LL= I PL= FP_J = Assumed GS= Type: Shelby Tube Project No.: DUNA1401.00 Client: Dunaway Associates,LP Date Sampled: 4/16/2014 Remarks: Project: Harmon Field Park Improvements Location: Boring B-0 I Depth: 13-15 ft. UNCONFINED COMPRESSION TEST Figure Gorrondona &Associates, Inc. Houston, Texas UNCONFINED COMPRESSION TEST -- x 3--f - ID 44a CL L E . I �i ! 4-H - T-- f � - r _ 0 5 10 15 20 Axial Strain, % Sample No. Unconfined strength, tsf �- 2.879 Undrained shear strength, tsf 1.440 Failure strain, % 14.7 Strain rate, %/min. 1.00 Water content, % 21,4 - _ Wet density, pcf 135.2 �_ I Dry density, pcf -- 111.4 Saturation, Void ratio N/A Specimen diameter,in. 2.69 1 - Specimen height, in. -- 5.75 �- - --_- - - Height/diameter ratio 2.14 fi Description: Brown,LEAN CLAY(CL). LL= PL= PI= Assumed GS= Type: Shelby Tube Project No.: DIJNA1401.00 Client: Dunaway Associates,LP Date Sampled: 4/16/2014 Remarks: Project: Harmon Field Park Improvements Location: Boring B-02 Depth: 8-10 ft. UNCONFINED COMPRESSION TEST Figure Gorrondona &Associates, Inc. Houston Texas UNCONFINED COMPRESSION TEST 10 7.5 - i vi 5 _ i 2 CL - -- - - _ E -- 0 U 2.5 -- _ i � I i I i o �- 0 5 10 15 20 Axial Strain, % Sample No. Unconfined strength, tsf 8.241 Undrained shear strength, tsf 4.121 Failure strain _ ( 9.7 Strain rate, %/min. 1.00 Water content, % 15.6 - Wet density, pcf _ 134.6 Dry density, pcf 116.5 Saturation, % N/A Void ratio N/A Specimen diameter, in. - 2.74 Specimen height, in. 5.75 j Height/diameter ratio 2.10 Description: Brown,LEAN CLAY(CL). LL= I PL= PI = Assumed GS= Type: Shelby Tube Project No.: DUNA1401.00 Client: Dunaway Associates,LP Date Sampled: 4/16/2014 Remarks: Project: Harmon Field Park Improvements Location: Boring B-03 Depth: 6-8 ft. UNCONFINED COMPRESSION TEST Figure Gorrondona &Associates, Inc. Houston Texas UNCONFINED COMPRESSION TEST 4 1 4 11 3 4- C0 r a f -- E - - - -� -- I - - � 0 0 5 10 15 20 Axial Strain, % Sample No. Unconfined strength,tsf 1.970 Undrained shear strength, tsf 0.985 Failure strain, % Strain 14 8 rate,, %/min. 1.00 Water content % 19,2 I - Wet density, pcf 131.1 Dry density, pcf 110.0 Saturation, % N/A Void ratio N/A I I Specimen diameter, in. 2.73 1 Specimen height, in. 5.75 Height/diameter ratio - - 2.11 Description: Brown,LEAN CLAY(CL). rRemarks: PL= PI= Assumed GS= Type: Shelby Tube : DIJNA1401.00 Client: Dunaway Associates,LP ed: 4/16/2014 Project: Harmon Field Par k Improvements Location: Boring B-03 Depth: 13-15 ft. UNCONFINED COMPRESSION TEST Figure Gorrondona &Associates, Inc. Houston Texas ABSOIZPTCON S1AlEll TEST(ASTM Q �6) ESULTS Boring No. B-01 B-02 B-04 Average Sample Depth (ft) 7 5 3 Sample Height(in) 0.8 0.8 0.8 Sample Diameter(in) 2.5 2.5 2.5 Initial Sample Volume (cu in) 3.93 3.93 3.93 Initial Sample Weight(gr) 122.0 135.0 131.3 Initial Moisture(%) 28 16 21 Final Moisture (%) 29 20 24 Initial Wet Unit Weight(pcf) 118 131 127 Initial Dry Unit Weight(pcf) 93 112 105 Applied Over Burden (psi) 6.7 4.7 2.6 Initial Dial Reading(in) 0.0206 0.0241 0.0045 Final Dial Reading(in) 0.0185 0.0429 0.0171 Swell (%) 0.00 2.35 1.58 Project No.: DUNA1401.00 Appendix D - Aerial Photographs This page is intentionally blank. i i 1 J rl I fi r h r n a . r-I , 41 N � E 2 > p. o Q � E L '..� L Z __0 U- Q % O E W S- Q i r /J/ o o , 4 Z 0 Z v �o a cn e-1 1 Nv E a) > Q E CL w J � _ o W E ca P O PJ Q Z G O z V L r i LIL- -I-mil • 41 N � E 3: > (n E l V p O p� ^,2 W W J L.!_ Q 0 0 E Qmmiiz tl [`J t 0 m � f � Q li f z a �2 Zl �^ » 0 N / . E & > � § } . E . % __0 � U- 0 w E-.ro 3 0 § D D # e « z :D < � d < z ^ k u E � j f TT df. i i �il iW I W� l r f bdr%; o v ca CL J � I W 0 � ,r r Y ui v / i i Ln O C N Q) Q) ^> E o 0 J _ O W O v � O 1.4 O o o ' � 1 rr�l/al r/r/ir/i//, •� m, F r f r o /gypp / l l ! f N a _ o a Q Q GC E J � ® � o 2 � J � � Q c d I W L ✓r tJ 7, P o I'r lil 4 �VX, ^' r CL i r r-I fl 4n Fl O U +j N � E > d E H a __0 J Q 0 OC E W lO/o a/,JYIJi A i r O O O f i it C) C.1 =� 231. i�/� �%�' ' '%��JN1f� 0' r ./ ` i n,.W„ �/ -r�; „qr of �➢ r, ///1 % // �/ // �� 7 �1/IJ /y%% 1 S�_. N J. "rn i A �tu�ls�lgoKSNe1�,��1Mun M la m.., "va 4'+elf 4ifo�r ��u�IDmuom m 1O t N t m 1 m re' / i / OF1 � r �/,//r➢ " w�w,wzr`,�y /mnA»+>�,YfUV;<fi/ ��/ p? ,ra.'r ,�. ar6 J7 nMFUipry�i! f/ ^err/�✓yr f �i�D � �, �1iNl�vi�j)✓�k�ia�N�+�lr r}S�+iriun,/r iii irNral✓w»I rUn p � j, It ,'�, � 0� d� �/�Y ,j 6ffh!�,KWU�ff�i`�4�7!�r✓�4dNru//�/�ffll'�Kd4�6 PifilYfll This page is intentionally blank. Appendix E - USGS Topographic Map This page is intentionally blank. j i i C z a, °ate o w x � � m L x w s b�41 ^^YY —ter w - f , w ";"a ^; � ,t � if d �'! u �x r • a qq U w WOW m on o CL "I AN tIr- 1-\ w i CIG d ��u +w m A E r Al ro _w. a o , , Gs, d' Q .�' 2! w � ge 41 I This page is intentionally blank. Appendix F - Site Photographs This page is intentionally blank. fi i � uu y�Ww�4�l�ki CO m CLO i w.; O ° �onr Y O co CLO to y L � 'r I / ✓r -�/�/ Sig' r ��� �r'r/ �N H � a zs cn E m Aasl O co 1 uu'siesF(M'u YawYwWW 01P�i YI ���� V eW. ' rn p i O co m / O co UO �ib fi p� „b 6 d d e Wi l rrl i r g tv n n , v f V d This page is intentionally blank. Appendix G - Geologic Information This page is intentionally blank. i i I 0�a Mod V mapopu JIM C+3e cx Cm Gil cn F9 ri ca ,' R ROM MENU OTO LAJ own Q9 _ 41�' �� /���//1j/ �������/, ,�/i`���/fir✓ri' 1r /���/�ot/i, many, o° Z ' W l � � • r,,,//�j//iii/j�/' �� � r /%�% This page is intentionally blank. Mineral Resources On-Line Spatial Data -ces > Orffli"ie Spatial Data > Geology > by state > Texas Kneral Res( ur Fort Worth Urnestov ie and Duck Creek Formation, t individed Fort Worth Limestone and Duck Creek Formation, undivided State Texas Name Fort Worth Limestone and Duck Creek Formation, undivided Geologic age Phanerozoic I Mesozoic I Cretaceous-Early Original map label Kfd comments Fort Worth Limestone, limestone and clay. Ls aphanitic to biosparite, burrowed; marine megafossils are Pecten, oysters, echinoids, and ammonites. Clay, calcareous, in units 0.1-5 ft thick, forms low rolling hills. Thickness 25- 35 ft. Duck Creek Ls., limestone and marl. Is med. bedded, nodular to wavy bedded; thickness 25-30 ft. Primary rock type Hniestorie Secondary rock type mudstone Other rock types clay or mud Lithologic constituents Major Sedimentary > Carbonate > Limestone (Bed) Minor Unconsolidated > Fine-detrital > Clay (Bed) Unconsolidated > Marl (Bed) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000 Unit references Bureau of Economic Geology, 1972, Dallas sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. ..................... ................... ....................-.................................................................................. Bureau of Economic Geology, 1970, Waco Sheet, Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1:250,000. Geographic coverage Cod<e - Denton - Grayson - Montague - Tarrant - Wise Show this information as [)(ML] - [JSON] U.S. Department of the Interior I U.S. Geological Survey URL: http://n,)rda taus gs,gov/geo[(.)gy/state/sgrnc.-u nit.php?un� t="FXKfd;0 Page Contact Information: Peter Schweitzer Mineral Resources On-Line Spatial Data Mineral Resources > On inn Spatial Data > Geology > by state > '"I"exas alitnAwn alluvium State "Texas Name alluvium Geologic age Phanerozoic Cenozoic I Quaternary I Holocene Original map label Qal Comments alluvium and low terrace deposits along streams, sand, silt, clay, and gravel. Thickness variable. The unit appears on Geologic Map of Texas on the lagoon side of barrier islands where they represent lagoon and wind- tidal-flat sand and clay. These deposits of clay and silty, clayey fine to v. fine quartz sand and shell sand accumulate on alternately dry and flooded barren flats 0.3 m below to 1 m above mean sea level. Mapped areas include active eolian sand dunes on the landward side of barrier islands. Primary rock type sand Secondary rock type silt Other rock types spay or rnt.jd; gravel Lithologic constituents Major Unconsolidated > Coarse-detrital (Alluvial) Unconsolidated > Fine-detrital (Alluvial) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000 Unit references Bureau of Economic Geology, 1974, Austin Sheet, Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1:250,000, .......... ............. ............ ............................... Bureau of Economic Geology, 1974, San Antonio Sheet, Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1:250,000. ............... ............ ............. .......... Bureau of Economic Geology, 1976, Crystal City-Eagle Pass Sheet Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1:250,000. ��������_��������������_�������������_���������������������������............. Bureau of Economic Geology, 1972, Dallas sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas atAustin, scale 1:250,000. ..'................11-11 1 .....................1......................... ������������������� Bureau of Economic Geology, 1967, Palestine Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas aL Austin, scale 1:250,000. ������������ ........................................................... .................................. '............ .........�� Bureau of Economic Geology, 1974, Seguin Sheet, Geologic Atlas of Texan, University of Texas, Bureau of Economic Geology, scale I:250,0O0. .......... ................ ������������������������� Bureau nf Economic Geology, 1968, Beaumont Sheet, Geologic Atlas o[Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Bureau ofEconornicGeo|ogy, 1975, Cnrpus Christi Sheet, (�eo|ogic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Bureau of Economic Geology, 1975, Beeville-Bay City Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. .................. __ ....... ................ _..........................................................................................__ ........... ____............................... ___ Bureau of Economic Geology, 1974, Seguin Sheet, Geologic Atlas of Texas, University ofTexas, Bureau of Economic Geology, scale 1:2S0,0OO. ��.............................................. ��������`������������`��������������`�����������������` Bureau of Economic Geology, 1982, Houston Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University ofTexas at Austin, scale 1:250,000. Geographic coverage Anderson - Andrews - AngeNna - Aransas - Archer - Armstrong - Atascosa - Austin - Bastrop - Baylor - Bee ' BeW - Bexar - B>mmco - Borden - Bmsque - Bowie - Brazor�a - Brevvster - Briscoe - Brooks - Brown - Bur|eson - Burnet - Ca�dvve|| - Calhoun ' Ca{;ahan - Canneron ' Cannp - Cass - Charmbers - Cherokee ' Childress - Clay - Coke - Co|ennan - Co}An - CmlYimgswmrth - Co!oredm - Conna| - Connenche - Concho - Conke ' CmryO ' Cottle - Crane - Crockett - Crosby - Cu|berso�n ' DaY|arn - Da|;as - Dawson ' Deaf Smith - De|ta - Denton - DeWitt - Dickens - Dirnrnft - Don|ey ' Duval - Eastland - Ecimr - Edwards - EU/s - El Paso - Erath ' Fannin - Fayette - Fisher - F|oyd ' Foand - FodLBend - Fnanki/n - Freestone - Frio - Ga|vestnn - Garza - Gillespie - Gfasscock - Gmliad - Gonza|es - Gnay - Gnayson - Gregg - Grinnes - CSuada|upe - Ha/� - Harnilton - Hansford ' Hardernan - Hardin - Harris - Harrison - Hart Yey ' Haskell ' Hays - HernphO| - Henderson - Hidaigo - Hffl - Hood - Hopkins - Houston - Howard - Hudspeth - Hunt - Hutchinson - Irion - ]ack - ]ackson - Josper - Jeff Davis - Jefferson - ]lrn Hogg - Jim VVei[s ' Johnson - ]ones - Karnes - Kaufman - Kendall - Kenedy - Kent - Kerr ' Kinnbie - King - Kinney - KAebenJ - Knox - Larnar - Lampasas - Lo SaNe - Lavaca - Lee - Leon - Liberty - UrnesUzme - UveUak - Uano - ' Loving - Lubbock - McCuHoch - McLennan - McMullen - Madismn - Mmhon - Martin - Mason - Matagorda - Maverick ' Medina - Menard - Midland - Milann - KUs - KLcheN - Montague - Mombgornery - � p1onis - Modey - Nacogdoches - Navarro - Newton - Nolan - 0ueoss - Q(dhann - Orange ' Palo Pinto - Panoia - Parker - Pecos - Po/k - Potter - Presidio - Rains ' RandaH - Reagan ' Red River - Reeves - � Aefugio - Roberts - Robertson - Rockwall - Runnels - Rusk - Sabine � - San Augusbne - San ]acknbo - San Pabicio - San Saba - Schleicher - Scurry - Shackelford - She|by - Shernnan - Srniih ' SnnnerveU - Starr - Stephens - Sterling - SLonevvaU - Sut1on - Tarnant - Taylnr - � Tene(| - Thrncknnorton - Tltus - Torn Green ' Trovis - 'Trinity - TyYer - Upshur - Upton - Uva|de - Vo| Verde - Von Zen& - Victoria - VVa|ker - Waller - Ward - Washington - Webb - Wharton - VVheeler - � %Vichita - VVi>barger - VVi/|acy - VVU|/arnson - Wilson - Winkler - Wise � - VVood - Young - Zapata - Zava|a � Show this iOFO[Dl8tiOO as [�{���l - [�������l � � � c � U.S. Departnnen1 of the Interior / U.S Geo�ugica| Survey : URL: hdLp://rnrda�a.usgo.gov/geo|ogy/stete/sgrnc-unit,php?unit=T%C�ay�U Page Contact Information: Peter Schweitzer � 8 � , K � , � � � t I 9M Mineral Resources On-Line Spatial Data MineraG Resources > ONine Spada: Data > Geology > by state > Texas Terrace deposits Terrace deposits state "Texas Name Terrace deposits Geologic age Phanerozoic I Cenozoic I Quaternary I Pleistocene Holocene Original map label Qt Comments Sand, silt, clay, and gravel in various proportions, with gravel more prodominent in older, higher terrace deposits. Locally indurated with calcium carbonate (caliche) in terraces along streams. Along Colorado River clasts mostly limest., chert, quartz, and various igneous and metamorphic rocks from Llano region and Edwards Plateau. Includes point bar, natural levee, stream channel deposits along valley walls; probably in large part correlatives of Deweyville, Beaumont, Lissie, and Willis deposits. In upland regions (Rolling Plains, Edwards Plateau, etc.) unit includes fluvial terrace deposits, undivided. Light-brown, reddish-brown, gray, or yellowish-brown, gravelly quartz and lithic sand and silt to sandy gravel (Moore and Wermund, 1993). Deposits become increasingly fine grained on Coastal and Nueces Plains. Locally, calcium carbonate-cemented quartz sand, silt, clay, and gravel intermixed and interbedded. Low terraces of major rivers are capped by 2-4 m of clayey sand and silt. Sandy gravel on higher terraces varies somewhat in composition from river to river. Gravel commonly is rounded to angular limestone and chert pebbles and cobbles, some boulders, sparse igneous pebbles along Brazos river in places. In Bastrop Co., a deposit 27 m above Colorado River contains the Lava Creek B (Pearlette 0) volcanic ash (age 0.6 Ma). Along the Frio, Leona, and Sabinal Rivers east of Uvalde, gravel is chiefly basalt and pyclastic clasts, f locally cemented by iro oxide. Gravel along the Rio Grande is subrounded clasts of locally derived limestone and chert and rounded clasts of basalt, volcanic porphyry, quartzite, milky quartz, and banded chalcedony derived from the west. Primary rock type 'ten ace Secondary rock type axed Other rock types gr.avel; Silt; clay or rr Ud Lithologic constituents Major Unconsolidated > Fine-detrital > Silt (Bed) Unconsolidated > Coarse-detrital > Sand (Bed) Minor Unconsolidated > Coarse-detrital > Gravel (Bed) Unconsolidated > Fine-detrital > Clay (Bed) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, i Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000 Unit references Moore, D.W. and Wermund, E.G., Jr., 1993x, Quaternary geologic map of the Austin 4 x 6 degree quadrangle, United States: U.S. Geological Survey Miscellaneous Investigations Series Map I-1420 (NH-14), scale 1:1,000,000. [http://pru rhas.ea,.LlSgS.EaOV/�D�Liblicatuoii/iI.420(�" 1-114)] ................................................................................................................................................................................................ Bureau of Economic Geology, 1975, Beeville-Bay City Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. ............................................................................................................................................................................................................. Bureau of Economic Geology, 1974, Seguin Sheet, Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1:250,000. Geographic coverage Anderson - Angelina - Arder - Armstrong - Atasc:osa - Austin - I' Baandera - Bastrop - Baylor - BeMyiee - Dell - BexaMar - Blanco - Borden - Boscfu"rr-e - Bcarv'o e - Blraascasa - Brewster, - Briscoe - Brown - Budeson - Burnet - Caid\N0 - Callahan - Q-')rap - Cass - C heron<ece - `-fflds ces.s - 0aay - Co;<e Cos en'ian - CoMn - C ollings or"th - Co or.ado - Cornal - ornanc'he C"oraE::ho - Coo(e - Corytell - Cbttl e - Crane - Crosby - Daallarn - Daalias - Delta - Denton - DeWitt: - Did<ens - Dirnar'ilt - n Donley - DLAval - Eastland - EMss - Erath - Fa9is - Fannin - Fayette - a Fisher - t card - Franklin - Freestone - t=rio - Garza - Gallesplie - GlaassewCad:`i< C:Qealiarad - Gf1r @,ZaIEs - Gray GE""a.byrad'7n - Gregg - Grimes - Guadalupe - H aN[ - HarrauNtcn - Hansford - Haardernaan - Hardin - F- aar risti - Harrison - llasrt.e;yr - I NaassV<0 - Hays - l...N erraN:rhM Henderson r - Kdaigo - HM - h (Dod - N-Nc`aPs dr)S - Hear.u.sN::¢ara - l..tuw FA - l...Nr.rt4 Nrls-.so'a - Ja-a�c <ssc,n - Jasper - Jeff [')a vis - ::Nina,"b Wefl s - ➢csV° nsc>o'°n - lo r"es - Karnes - IKar.ufrraaan - Kendall - Kent - Kerr - Kirr bka - Kinney - Knox - L arnar - Lampasas - La SaaNe - Lavaca Lee Leon - Limestone - Lipscomb - f._N<rce taaap - Llano - l%°tcC:auailoch - McLennan - McK.uiNen - Madison - Marir n - Mason - MavericN< - Medina - Mena~ard - Midland - &"`~1ilaarra - Millis - Ktch0 - Montague - Montactcar°s°u&..yo - E'Ncacare - Morris - plcatley - Nacogdoches - Navarro - Newton - Nolan - Oldham - Palo Pinto - Panola - Parker - Pecos - Poh( - Potter - Rains - Reagan - Red River - Reeves - Refugio - Roberts - Robertson - Rockwall - Runnels - Rusk - Sabine - San AUgustine - Sari Jacinto - Sari, Patricio - Sari Saba - Schleicher - SCLRI-y - Shackefford - Shelby - Smith - Sornerveh - Starr - Stephens - Stonewall - -rarrant - Taylor - 1"h rock pi o rto n - Titus - Toni Green - Travis - -i-rinity - Tyler - Upshur - Uvapde - Val Verde - Van Zandt - Victoria - Walker - Waller - Washington - Webb - Wheeler - Wichita - Mbarger. - Williamson - Wilson - Wise - Wood - Young - Zapata - Zavala Show this information as [)(1 1 ] - [JS N] U.S. Department of the Interior I LJ.S, Geological SUrvey URL: http://mrdata,,usgs,gov/geology/state/sgrT'IC--L.rnit.p)P?Ljnit=T'XQt;O Page Contact Information: Peter Schwedtzer This page is intentionally blank. . I I I Mineral Resources On-Line Spatial Data Mineral ReSOUrces > OnHne Sj,_)atiall Data > Geology > by state > Texas Pawpaim Formation, n o Limestone, and Denton Clay, undivided Pawpaw Formation, Weno Limestone, and Denton Clay, undivided State I-exas Name Pawpaw Formation, Weno Limestone, and Denton Clay, undivided Geologic age Phanerozoic I Mesozoic I Cretaceous-Early Original map label Kpd Comments Pawpaw--calcareous marl, near middle soft ledge- forming limestone bed, unit as a whole recessive; thickness as much as 10 ft, thins southward. Weno Limestone, some very thin marl interbeds, thin to medium bedded, white to grayish yellow, basal 2-4- ft- thick resistant ledge forms uplands; thickness 6-45 ft. Denton clay alternating clay, marl, and limestone. Thickness 6-25 ft thins southward. Primary rock type rl-Wdstone Secondary rock type Hn,iestone Other rock types day or n'TILA Lithologic constituents Major Sedimentary > Clastic > Mudstone > Claystone (Bed) Minor Sedimentary > Carbonate > Marlstone (Bed) Sedimentary > Carbonate > Limestone (Bed) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000 Unit references Bureau of Economic Geology, 1972, Dallas sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Geographic coverage Cooke - Denton - Grayson - -Farrant Show this iOfOrOl8tjOO as [XML] - [JSON] U,S, DepartrnenH� of the Inter/or I U.S. Geo|ogica| Survey � URL: �,�tt�p-//�i,i�-data.(isgs.gov/geo|og)//stat,,�e/sg' Contact Information: PeterScbm/eitzer ', Appendix H - Unified Soil Classification System This page is intentionally blank. UNIFIED SOIL CLASSIFICATION SYSTEM UNTIED SOIL.CLASSFICATION AND SYMBOL CHikRT LABORATORY CLASSFICATION CRrrERIA COARSEGRAINU SOrLS raom--m 50%al rmiaauf r.1.vw vim Na-2(A mava szo-I G-awa IL e Lo-,--n M 5".i-.nusl ;fir 7M 4:C' N ' e GW wdad wa DIO Dio"Doi 3 rmxtxas'kftiornaiim Maser r 50% GIP Pooef-egalclad c gwwV,Tarafsaad GP NadrneeingaRt of caa me rnxtras,litta arna i--m �Tadatan bF Gw i--actca Iwqa r Grawat-swth Sr {Mom-m 12%inas[ hantla,4 su 12 a Gm Abn:n.7 -nts cfawA' 42-M &ty qmods,graod carvd sh rnx.-ims -,.V 13 Abmv-A'hna wn P.L b&Kodn I Ina - k3ls vM 4 - 4 md 7 am badarf-m cmas Gc s'gra"d 1sa,ki da V AtArbcurq mix' as GIC � JmtsabavaA' m qx-iq use a I di a!Lyn Lils In a w1ri RL qm ww Sian 7 wt D- bawom I a74 3 graded mn&,gmwly unds, or aa ilm s4v D j SANDS 5ftar rnam SP Pboey q-zrJad!smdz,,Twdly sarv:15, of caa Ma hdki ar m fnas SP Not moWng di Tzida7aa raqirarna-ris 7ur GM mctm vmwar sands-W'�l ings Mom tori 12%faml mn Na�4 su Mabom Lints piawq In%�-�ad zarm Sty mnd--,mrd-M,,mnAwas SM g 1,n ts b mcw SM I Ina ar RL kiss 4 W T i P.I.b ab.-twn 4 aa d 7 a;m Sc 0a"ay sarvis,Mad by mir-rus b-,+s'g n a—rocj,u�m Atwba fnaw-M P.t.gmakr tim dLkv myrnbot. FINE GRAINED pwcwt�gw& j& qm•"v ton qmn4�-e Qr'0. rw'pv)'Jnq &1z t-2,-wn 97.Viv Enw.Na -am), 113743n.z sliz-md var-y ina 3ards,Facx m '-'ed s.1'0 6a'vg�d M ML iku: shyaicbyayfnasa girds arcfzqW Umirwirpvr&r sw P 0"M 12 mr-'err...............................G M,c-c'Sm'5 c AND 12 pomwo............ 8'0'yk�InG CA,;CA"3qJ A r'?'d-,V gyr), CLAYS t-Iorganc keys af IOW 10 MOd�Xn "Ns CL oastct V,g'-uwa I y dz• .'w1d ydap' rQ& da'%,I;aan 6,7p-- PLAsTiaTYCHART Qqwtc vift and ofqm,-EA*f c-ay's of ori taw a.1sia-f t-um 0- pnr-Mir.,mracumn a, 9 Mil SILTS 4u Uzi d {,sip A LNE: AND 0 iCtl "YS GII hJrqaFtc CbYs al 49-1 pc, y,ial LqudIum cisp CL 1-1 MH 47i 1K 1 20--- ar TaWA r il a .9a O am W 4�FM H"Ly ORGAW a PT Poal aad ac-lar Stm LS LKIM UMI't�.Lj TERMS DESCRIBING SOIL CONSISTENCY Fir,--Grained Soils Coarse Grained Silts Penetrometer Penetration Resistance Desviptnn Re Linn ftstl (b1o%-.fl Description Relative Density Soft 9-0 to I-G 0 to 4 Very Loose 0 to 20% Firm 1.11 to 1.5 4 to 10 Loose 20 to 40% Stiff 1.5 to 3.0 10 to 311 h4edium Dense 40 to 70% very Stiff 3.0 to 4.5 3,0 to 5G Dense 70 to 90% Hard 4-5+ 0wer Very Dense go to 1.00% This page is intentionally blank. GC-4.04 Underground Facilities CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 This page is intentionally blank. GC-4.06 Hazardous Environmental Condition at Site CITY OF FORT WORTH Hannon Field Pat* STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 This page is intentionally blank. GC-6.06.D Minority Owned Business Enterprise Compliance CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 This page is intentionally blank. ATTACHMENT 1A Page 1m4 City of Fort Worth Minority M`no ~ty Bus'ness Enterprise MBE Subcontractors/Supplie s Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Northstar Construction, LLC Offeror PROJECT NAME: M/W/[)H[. V ��10NM/W/DBIE Harmon Field Park 05/28/2015 BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER y Identify g=1l� 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, *11 w 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 1considered non-responsive to bid specifications. � MBEs listed toward meeting the project Qoe| 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 o 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 2 nd 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 Markotp|aoe, that have been determined tobea bondafideminohty / 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 \ -- 011TH ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies Telephone/Fax e B B M Work Purchased Dollar Amount r Email r E E B ? Contact Person E Garcia Land Data 1 Surveying $ 10,000.00 6210 Campbell Rd. Suite 110 Dallas, TX 75248 F7 El 214-987-0149 214-987-4026 Ernie Garcia Duran Industries 2 Sports Lighting $ 134,222.00 1401 T I Blvd. K Richardson, TX 75081 972-238-7122 469-853-3672 Richard Duran El Cala Construction LLC 1 CIP Concrete $ 172,564.00 P.O. Box 7576 Ft. Worth, TX 76111 817-271-3640 817-222-0578 Julius Arciga And, Inc. 1 Irrigation $ 167,284.00 P.O. Box 1089 Wylie, TX ❑ 972-442-4077 972-442-5527 Robert Thurmond Nema 3 Electric 1 Electrical $ 111,046.00 4181 Old Hwy 67 Midlothian, TX 76065 1:1 f 972-723-1180 972-723-1181 Ricky Cooper 7 Barnsco Inc. 1 Concrete $ 17,000.00 5000 Blue Mound Rd. Accessories 1 Ft. Worth, TX 76106 . ❑ ❑ F 817-740-2400 817-740-2418 1, Greg Forbess r Rev.2/10/15 'r i IM)k`I'H ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $316,786.00 Total Dollar Amount of Non-MBE Subcontractors/Suppliers $295,330.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS 612,116.00 The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval 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 t 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. 0 . �f �� ' ��z., � I Authorized Signature Printed Signature President I Title Contact Name/Title(if different) Northstar Construction, LLC 817-244-8885 817-244-8886 r Company Name Telephone and/or Fax 2112 Solona Street mike @northstar93.com Address E-mail Address Fort Worth, Texas 76117 06/01/2015 City/State/Zip Date Rev.2/10/15 ll GC-6.07 Wage Rates CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cit),No.01167 Revised July 1,2011 This page is intentionally blank. 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician(Journeyman) $ 19.63 Electrician Apprentice(Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer(Miscellaneous) $ 13.00 Metal Installer Helper(Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane,Clamsheel,Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry(Fall 2012)Independently compiled by the Lane Gorman Trubitt,PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's(The Construction Association)website. www.texoassociation.org/Chapter/wagerates.asp Page 2of2 GC-6.09 Permits and Utilities CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 This page is intentionally blank. GC-6.24 Nondiscrimination CITY OF FORT WORTH Hannon Field Pat* STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011 This page is intentionally blank. GR-01 60 00 Product Requirements CITY OF FORT WORTH Hannon Field Park STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City No.01167 Revised July 1,2011