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Contract 54577
CSC No. 54577 FORTWORTH CONTRACT FOR THE CONSTRUCTION OF PARKS IMPROVEMENTS AT: Park Name Z. Boaz South Park Improvements Bunche Park Phase II Capps Park Improvements City Project No. 100621 101785 G00037 Betsy Price David Cooke Mayor City Manager Richard Zavala Director, Park & Recreation Department Prepared for The City of Fort Worth Park & Recreation Department 2020 Pacheco Koch Consulting Engineers, Inc. i �'�► ass `� _. 1 6/18/2020 Addendum 04 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FORTWORTH. 41,01 City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 -1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0031 15 Engineer Project Schedule 0032 15 Construction Project Schedule 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 - General Requirements 01 1100 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 3120 Project Meetings 01 32 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 0157 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 7123 Construction Staking and Survey 01 74 23 Cleaning 0177 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project# 100621, 101785, G00037 Revised February 2, 2016 Addendum 04 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications listed here have been modified by the Engineer specifically for this Project, and are included in these Contract Documents: Division 11 Equipment 11 66 12 Site Under Drains 1167 13 Site Furnishings 1168 14 Playground Equipment 1169 15 Wood Fiber Playground Surface Appendix GC 4.01 Availability of LapAs GC-4.02 Subsurface and Physical Conditions — Geotechnical Report Z Boaz Park South & and Bunche Park GC 4.04 Underground Facilities GG 4.06 Hazardous Environmental Condition at Sitee GC-6.06. D Minority and Women Owned Business Enterprise Compliance �. - GC-6.24 Nondiscrimination - Special Provisions: Addendum of Federal Requirements for CDBG Funds and City Requirements GR-01 60 00 Product Requirements Weather Table Technical Specifications listed below are included in this Project by reference and can be viewed/downloaded from the City's Project Management portal for this project. Please contact the Project Manager for access. 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 Division 26 Electrical 26 05 00 Common Work Results for Electrical 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31 Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 23 23 Borrow 31 24 00 Embankments 31 25 00 Erosion and Sediment Control CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project# 100621, 101785, G00037 Revised February 2, 2016 Addendum 04 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 31 36 00 Gabions 31 37 00 Riprap Division 32 Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 32 1� Concrete Paving Repair Flexible Base Cats-ses 32 1129 32 ii 33 Lime e Treated Base C..ufses Gement Treated Base Courses Asphalt Paving 32 12 16 32 1273 32 13 13 Asphalt Paving Crack Sealants Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 1373 32 14 16 Concrete Paving Joint Sealants Brick Unit Paving r rer-ete Ctfr-1 .-ad G ttefs Valley r_„trots 32 1613 and 332 17 233 Payef en4 May -kings (''ur-b Address Dom;, -,I;.... Chain Fences and Gates 32 1725 3231 13 32 31 26 Wire Fences and Gates 32 31 29 13 Wood Fences and Gates 3232 3291 19 Cast in Place Concrete RetainingWalls Topsoil Placement and Finishing of Parkways 3292 13 Hydro -Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 Utilities Cleaning and Acceptance Testing of Water Mains Clo.,,,.;.-,.. 33 04 40 333 04 50 3305 10 05 12 of Sewer- Mains Utility Trench Excavation, Embedment, and Backfill Water Line Lowe ' 33 05 13 33 05 14 Manholes,33 Fr-ame, Gover- and Grade Rings Adjusting inlets, Valve Bo*es, Other- Stnietur-es to Or-adee 3305 16 and Concrete Water Vaults 3305 17 Concrete Collars T,,,-.ne T : e f Plate Stool 333 0521 333 05-22 330523 Casing Pipe Hand T—tin eling installation rC , er Pipe i Casing T„rrel r ; Dl to 33 0524 33 05 26 f of of Utility Markers/Locators r ,,e t; ,.fRxisting 33 0530 33 1105 n Utilities Bolts, Nuts, and Gaskets CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project# 100621, 101785, G00037 Revised February 2, 2016 Addendum 04 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 11 10 Dtiet;le 1,-.,,-. Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 1113 Cener-ete Pr-e-ssufe Pipe Bar- W -appe l Stool Cylinder Typ-e 33 11 14 Buried Stool Pipe and Fiai gs 33 1210 Water Services 1-inch to 2-inch 33 1220 Resilient Seated Gate Valve 333 1221 Al ,A7 A Rubber -Seated Butter -Val Valves 33 1225 Connection to Existing Water Mains 333 1230 r,.,v.l.;n.,t;,.n Air- Valve Assemblies for- Potable \xl.,tef Systems 33 1240 Fire Hydrants 33 1260 Standard Blow eg Valve Asseffib4y 33 31 12 Cur-ed i Dlaee Pipe (CIDD) 333 23 i i 3 Fite. -glass Reinforced Pipe 4:o,- Gravity San tai Sewers 33 3 i i5 High Density Polyethylene (14DPE) Pipe � - San t. y Sewe 33 3120 Polyvinyl Gl,lo -ide (PNIG) G -ay ty Sa to Se e - Pipe 33 3121 Polyvinyl Chloride (DVG) Closed Profile G_-ay ty Sanitary Sower Pipee 33 3 i 22 S f;tai-y SoweF Slip Lining Division 34 Transportation 34 41 30 Aluminum Signs 3471 13 Traffic Control END OF SECTION CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project# 100621, 101785, G00037 Revised February 2, 2016 Addendum 04 Division 00 General Conditions 9/24/2020 M&C Rmiew 0f5daI site of the City of Fort Worth, Ts CITY COUNCIL AGENDA FORTIVORT11 DATE: 8/25/2020REFERENCE**M&C 20- LOG NAME: 80NORTHSTAR BUNCHE CAPPS Z NO.: 0604 BOAZ PARK SOUTH CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: (CD 3, CD 5, and CD 9) Authorize Execution of a Contract with Northstar Construction, LLC, in the Amount of $1,143,090.30 for the Construction of Park Improvements at Bunche Park, Capps Park, and Z. Boaz South Park and Provide for Additional Project Cost and Contingencies in the Amount of $112,157.00 for a Total Construction Cost of $1,255,247,33, Authorize Substantial Amendment to the City's 2012-2013 Housing and Urban Development Annual Action Plan and Substitution of Funding Years RECOMMENDATION: It is recommended that the City Council: 1. Authorize Substantial Amendment to the City's 2012-2013 Housing and Urban Development Annual Action Plan; 2. Authorize the substitution of current and prior funding years in order to meet commitment, disbursement and expenditure deadlines for grant funds from the United States Department of Housing and Urban Development; and 3. Authorize the execution of a contract with Northstar Construction, LLC, in the amount of $1.,143,090.30 for construction and installation of capital improvements at Bunche Park, Capps Park, and Z. Boaz South Park. DISCUSSION: The purpose of this Mayor and Council Communication (M&C) is to authorize the award and execution of a construction contract with Northstar Construction, LLC, in the amount of $1,143,090.30 for the construction of park improvements at Bunche Park, Capps Park, and Z. Boaz South Park. On April 23, 2019, the City entered into a professional service agreement with Pacheco Koch Consulting Engineers, Inc. (City Secretary No. 52214) in the amount of $48,500,00, for the engineering and design of Bunche Park improvements. On July 2, 2020, Amendment No. 1 {City Secretary No. 52214-A1} in the amount of $12,000.00 was executed for design of additional improvements to Bunche Park for a revised total agreement amount of $60,500.00. On April 23, 2019, the City entered into a professional service agreement with Pacheco Koch Consulting Engineers, Inc., (City Secretary No. 52213) in the amount of $68,300.00, for the engineering and design of Z. Boaz South Park improvements. On December 19, 2019, the City entered into a professional service agreement with Pacheco Koch Consulting Engineers, Inc„ (City Secretary No. 53300) in the amount of $19,460.00, for the engineering and design of Capps Park improvements. On July 26, 2020, a public notice appeared in the Fort Worth Star -Telegram notifying the public that, in response to the bids received for construction of improvements at Capps Park, an additional $66,000.00 is needed to complete the project. A public comment period is being held from July 27 to August 25, 2020. These projects were grouped together for bidding and advertised for bids on May 14 and May 21, 2020, in the Fort Worth Star -Telegram and on the City's website. On June 25, 2020, the following bids were received and tabulated: apps.chyrlet.orglcounci I jacketlme_re Aew.asp?I D=28173&counciIdate= 8/25/2020 114 9l2412020 M&C Review Bidders Base Bid Units 1,2 ;Capps Bid Alternates Unit Total & 3 #6 $1-,114,986.30 ` $28,104.00 $1,143,090.30 Northstar Construction, LLC C. Green Scaping, LP $1,182,762.421 $26,248.45 $1,209,010.87 J.Design & Construction, C F $1,244,257.85 $26,700.00 $1,270,957.85 North Rock Construction, $1,238,383.80 $36,177.14 $1,274,560.94 LLC 2 L Construction, LLC $1,274,774.651 $29,261.00 $1,304,035.65 Fain Group Inc. $1,317,523.75 $27,906.30 $1,345,430.05 Cole Construction, Inc. $1,329,159.60 $27,576.00 ,$1,356,735.60 Base Bid improvements include the following: Bunche Park improvements: installation of a picnic shelter, picnic tables, park benches, additional concrete trails connection with low water crossing to Fitzhugh Ave., security lighting, volleyball court, trees and irrigation. Capps Park improvements: installation of ADA access walks, security lighting, park benches replacements, picnic tables, BBQ grills, and an exercise equipment station. Z. Boaz South Paris improvements: installation of playground equipment, picnic shelter, picnic tables, park benches, concrete loop trail, and an exercise equipment station. Alternate bid items -7 Unit #6 of the bid proposal for Capps Park includes: installation of multi -purpose court, sidewalk connection, additional park benches and additional exercise equipment for the station. FUNDING: These projects will be funded through the grants from the Community Development Block Grant program and the City's Neighborhood Improvement Strategy for Stop Six area. Total funding for these projects is summarized in the following tables: BUNCHE PARK FUND PROJECT APPROPRIATIONS Grants Operating CDBG PY 18-19 (101785)� $400 000 00 Federal (21001 ) CA Bunch Park (A01920) F 1 General Capital 5S 17 Bunche Park Projects Fund (10_ 1758 $275,000.00 (30100) TOTALS F $675,000.00 CAPPS PARK FUND F PROJECT APPROPRIATIONS Grants Operating Federal (21001 ) CDBG (PY 12-13) (G00037) JCapps Park (A01923) $96 101 90 Grants Operating Federal (21001 ) CDBG (PY 14-15) (000259) Capps Park (A01923) $61 548 14 _ Grants Operating Federal (2100 1) CDBG (PY15-16) (100000) Capps Park (A01923) $88 349.96 TOTALS $246,000.00 apps.ciwnet.orglcouncil j)ackadmc_remew.asp?Id=28173&counci [date= 6/2512020 214 9/2412020 M&C Renew Z. BOAZ PARK SOUTH FUND PROJECT APPROPRIATIONS Grants � CDBG (PY16-17) (100621 ) CA Operating Boaz Park (A01922) $100,Odfl.OD Federal (21001 } Grants CDBG Restricted Cash PY Operating 19120 (102691 ) CA Boaz Park $500,000.00 Federal (21001) (A01922) TOTALS $600,000.00 Contract time is 180 calendar days and construction is anticipated to commence in September 2020 and be completed by February 2021. As of June 30, 2020, the cumulative total of all previously approved FY2020 M&C's increased the department's estimated annual maintenance by an additional $302,643.00 beginning in FY2021. Bunche Park, Capps Park, and Z Boaz Park South is estimated to increase the department's annual maintenance by an additional $55,741.00 beginning in FY2021. The Housing and Urban Development Annual Action Plan funding years selected may vary and be substituted in order to expend oldest grant funds first. Northstar Construction, LLC is in compliance with the City's BIDE Ordinance by committing to 12\% MBE participation on this project. The City's MBE goal on this project is 12\%. Bunche Park is located in COUNCIL ❑ISTRICT 5; Capps Park is located in COUNCIL DISTRICT 9; and Z. Boaz South Park is located in COUNCIL DISTRICT 3. FISCAL INFORMATIONJCERTIFICATION: The Director of Finance certifies that funds are available in the Grants Operating Federal and the General Capital Projects Fund. Prior to expenditures being incurred, the Park & Recreation Department has the responsibility of verifying the availability of funds. This is a reimbursement grant. [ilk Fund Department Account Project Program Activity I Budget I Reference # Amount ID ID L Year�Ph-a-rttieId 2 FROM ff Fund Department Account Project Program Activity Budget Reference #� Amount i� ID ID Year (Chartfield 2) Submitted for City Manager's Office hy; Originating Department Head: Additional Information Contact: ATTACHMENTS Bunche Park Map.pdf Capps Park Map.pdf Valerie Washington (6192) Richard Zavala (5711) David Creek (5704) apps.chm-L-t.orglcouncil paclot/nvre,iew.asp?]D=28173MounciIdate=812512020 314 9/24/2020 M&C Review Z Boaz South Park Map.pdf apps.cfmwt.arglcauncilpacketfmc_retiew.asp?lD=28173&ccuncI Idate=8125I2020 414 000515-1 ADDENDA Page 1 of 10 SECTION 00 05 15 ADDENDA ADDENDUM #1 Bunche Park Phase II 05/26/2020 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 ❑RAWINGS REFER TO SHEET 5 Overall Site Plan Work changed from base bid to bid alternates #4 and #5 has been revised. Refer to attached. REFER TO SHEET 6 ❑emolition Plan Demolition related to northern volleyball court and old roadway removal were changed from base bid to bid alternates #4 and #5. Refer to attached. REFER TO SHEET 8 Grading Plan Northern volleyball court related grading was changed from base bid to bid alternate #4. Refer to attached. REFER TO SHEET 11 Volleyball Subdrains Northern volleyball court related drainage changed from base bid to bid alternate #4. Refer to attached. REFER TO SHEET 18 Hardscape Plan Bid Alternate schedule was updated. Work changed from base bid to bid alternate #4 has been updated. Refer to attached. REFER TO SHEET 24 Planting Plan Bic! Altemate schedule was updated. Northern volleyball court and old roadway removal related items were changed from base bid to bid alternate #4 and #5. Refer to attached. REFER T❑ SHEET 25 Planting Plan Bid Alternate schedule was updated. Old roadway removal related items were changed from base bid to bid alternate #5. Refer to attached. REFER TO SHEET 27 Irrigation Plan Bid Alternate schedule was updated. Northern volleyball court and old roadway removal related items were changed from base bid to bid alternate #4 and #5. Refer to attached. 0005 15 -1 ADDENDA Page 2 of 10 REFER TO SHEET 28 Irrigation Plan Bid Alternate schedule was updated. Old roadway removal related items were changed from base bid to bid alternate #5. Refer to attached. PROJECT MANUAL REFER TO 00 42 43 Proposal Form Several base bid items were changed to bid alternates. Reference bid alternates #4 and #5. Refer to attached. END OF ADDENDUM #1 Bid Opening Date: June 11, 2020 Acknowledge the receipt of this Addendum on your Proposal. By: 7;2LZ Tonda Rice, Project Manager Release Date: 05/26/2020 0005 15 -1 ADDENDA Page 3 of 10 ADDENDUM #2 Bunche Park Phase II 05/26/2020 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. PROJECT MANUAL REFER TO 33 04 40 Cleaning and Acceptance Testing of Water Mains Specification was added to the Project Manual. Refer to attached. END OF ADDENDUM #2 Bid Opening Date: June 11, 2020 Acknowledge the receipt of this Addendum on your Proposal. M Tonda Rice, Project Manager Release Date: 05/26/2020 0005 15 -1 ADDENDA Page 4 of 10 ADDENDUM #1 Z. Boaz South Park Improvements 05/26/2020 TO ALL. BIDDERS: Please attach to your specifications. This addendum is hereby made a part of the Contract ❑ocuments and is issued to modify explain or correct the ❑riginal drawings and/or project manual. PROJECT MANUAL REFER T❑ 00 00 00 Table of Contents Several specifications were removed from the Table of Contents. Refer to attached. REFER TO 00 43 13 Bid Bond Specification was added to the Project Manual. Refer to attached. EN❑ OF ADDENDUM #1 Bid Opening Date: June 11, 2020 Acknowledge the receipt of this Addendum on your Proposal. r�racr� �r-Cs� Tonda Rice, Project Manager Release Date: 05/26/2020 0005 15 -1 ADDENDA Page 5 of 10 ADDENDUM #1 Capps Park Improvements 05/29/2020 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. PROJECT MANUAL REFER TO 00 42 43 Proposal Form Specification was revised to include installation and removal of erosion control filter sock. The silt fence quantity was also revised. Refer to attached. END OF ADDENDUM #1 Bid Opening Date: June 11, 2020 Acknowledge the receipt of this Addendum on your Proposal. 6 7'0410:� 11-ee�e Tonda Rice, Project Manager Release Date: 05/29/2020 0005 15 -1 ADDENDA Page 5 of 10 ADDENDUM #2 Capps Park Improvements 06/09/2020 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. CLARIFICATIONS The bid opening has been postponed and will no longer be on June 11, 2020. The bid opening will now be on June 25, 2020. CONSTRUCTION DOCUMENTS There are no Construction Document changes in Addendum #2. PROJECT MANUAL There are no Project Manual changes in Addendum #2. END OF ADDENDUM #2 Bid Opening Date: June 25, 2020 Acknowledge the receipt of this Addendum on your Proposal. in 1-e / r" 1! � - Tonda Rice, Project Manager Release Date: 06/09/2020 0005 15 -1 ADDENDA Page 7 of 10 ADDENDUM #2 Z. Boaz South Park Improvements 06/09/2020 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. CLARIFICATIONS The bid opening has been postponed and will no longer be on June 11, 2020. The bid opening will now be on June 25, 2020. CONSTRUCTION ❑OCUMENTS There are no Construction ❑ocument changes in Addendum #2. PROJECT MANUAL There are no Project Manual changes in Addendum #2. EN❑ OF ADDENDUM #2 Bid Opening Date: June 25, 2020 Acknowledge the receipt of this Addendum on your Proposal. M Tonda Rice, Project Manager Release Date: 06/09/2020 0005 15 -1 ADDENDA Page 8 of 10 ADDENDUM #3 Bunche Park Phase 11 06/09/2020 T❑ ALL BIDDERS: Please attach to your specifications. This addendum is hereby made a part of the Contract Documents and is issued to modify explain ❑r correct the original drawings and/or project manual. CLARIFICATIONS The bid opening has been postponed and will no longer be on June 11, 2020. The bid opening will now be on June 25, 2020. CONSTRUCTION ❑OCUMENTS There are no Construction Document changes in Addendum #3. PROJECT MANUAL There are no Project Manual changes in Addendum #3. END OF ADDENDUM #3 Bid Opening Date: June 25, 2020 Acknowledge the receipt of this Addendum on your Proposal. Tonda Rice, Project Manager Release Date: 06/09/2020 000515-1 ADDENDA Page 9 of 10 ADDENDUM #4 Parks Improvements At: Z Boaz Park South, Bunche Park Phase 11, Capps Park 06/18/2020 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 DOCUMENTS Z Boaz Park South, Bunche Park Phase Il, Capps Park plan sets were combined into a single plan set and re -issued as a Conformance Set in Addendum #4. PROJECT MANUAL Z Boaz Park South, Bunche Park Phase ll, Capps Park Project Manuals were combined into a single Project Manual and re -issued in Addendum #4. END OF ADDENDUM #4 Bid Opening Date: June 25, 2020 Acknowledge the receipt of this Addendum on your Proposal. m /f . I ee�1- Tonda Rice, Project Manager Release Date: 06/18/2020 0005 15 -1 ADDENDA Page 10 of 10 ADDENDUM #5 Parks Improvements At: Z Boaz Park South, Bunche Park Phase 11, Capps Park 06/23/2020 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 ❑OCUMENTS No changes in Addendum #5. PROJECT MANUAL. Specification 00 42 43 Proposal Form was revised in Addendum #5. END OF ADDENDUM #5 Bid Opening ❑ate: June 25, 2020 Acknowledge the receipt of this Addendum on your Proposal. Tonda Rice, Project Manager Release Date: 06/23/2020 END OF SECTION 00 11 13 INVITATION TO BIDDERS Page 1 of 3 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Due to the COVIDI9 Emergency declared by the City of Fort Worth and until the emergency declaration, as amended, is rescinded, sealed bids for the construction of Capps Park Improvements, Project No. G00037, Bunche Park Phase 2 Improvements, Project No. 101785, and Z. Boaz South Park Improvements Project No.100621 ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CDT, Thursday, June 25, 2020, as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 Bids will be accepted by: 1. US Mail at the address above, 2. By courier, FedEx or hand delivery from 8:30-1:30 on Thursdays only at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102. A Purchasing Department staff person will be available to accept the bid and provide a time stamped receipt; or 3. If the bidder desires to submit the bid on a day or time other than the designated Thursday, the bidder must contact the Purchasing Department during normal working hours at 817-392-2462 to make an appointment to meet a Purchasing Department employee at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102, where the bid(s) will be received and time/date stamped as above. Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers and broadcast through live stream and CFW public television which can be accessed at hgp://fortworthtexas.gov/fwty/. The general public will not be allowed in the City Council Chambers. The major work for the three project will consist of the following: Base Bid improvements concrete trail work, shelter construction, sand volleyball courts, pedestrian bridge, playground installation, fitness stations, security lighting, irrigation, picnic tables, park bench installation, concrete pads, sod and grass seeding. QUALIFICATION The improvements included in this project must be performed by a contractor who is qualified by the City at the time of bid opening. The procedures for qualification are outlined in the Section 00 2113 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Temporarily Revised March 25, 2020 due to COVIDI9 Emergency Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 00 11 13 INVITATION TO BIDDERS Page 2 of 3 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at hqp://www.fortworthtexas.gov/purchasing_/ and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. PREBID CONFERENCE A prebid conference may be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: Wednesday, May 27, 2020 TIME: 1:00 pm WebEx Conference Call Call: 650-479-3208 Access Code: 623 553 710 Password: jPJ2bGTda32 If a prebid conference will be held online via a web conferencing application, invitations will be distributed directly to those who have submitted Expressions of Interest in the project to the City Project Manager. The presentation given at the prebid conference and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders can e-mail questions or comments in accordance with Section 6 of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing" and the requirement to formally mail questions is suspended. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. FUNDING Any Contract awarded under this INVITATION TO BIDDERS will be funded with Community Development Block Grant (CDBG) funds provided by the U.S. Department of Housing and Urban Development to the City of Fort Worth. As such, the Contract is subject to compliance with CDBG rules and regulations further detailed in this INVITATION TO BIDDERS. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Tonda Rice, City of Fort Worth Email: Tonda.rice@fortworthtexas.gov Phone: 817-392-5759 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Temporarily Revised March 25, 2020 due to COVIDI9 Emergency Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 00 11 13 INVITATION TO BIDDERS Page 3 of 3 EXPRESSION OF INTEREST To ensure bidders are kept up to date of any new information pertinent to this project or the COVIDI9 emergency declaration, as amended, as it may relate to this project, bidders are requested to email Expressions of Interest in this procurement to the City Project Manager. The email should include the bidder's company name, contact person, that individuals email address and phone number. All Addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth's purchasing website at http://fortworthtexas.gov/purchasing/. 19KIMI1$)413017.y To ensure you are kept up to date of any new information pertinent to this project such as when an addenda is issued, download the Plan Holder Registration form to your computer, complete and email it to the City Project Manager. The City Project Manager is responsible to upload the Plans Holder Registration form to the Plan Holders folder in BIM360. Mail your completed Plan Holder Registration form to those listed in INQUIRIES above. ADVERTISEMENT DATES 1 St Advertisement May 14, 2020 2na Advertisement May 21, 2020 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Temporarily Revised March 25, 2020 due to COVIDI9 Emergency Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prime Bidder Qualification Requirements 3.1. The City will evaluate all submitted bids based on criteria and qualifications. 00 45 14 Bidder's Statement of Qualifications is to be submitted and received by the Parks and Community Service 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. 3.1.1. The Prime Bidder, as general contractor or sub -contractor, must demonstrate similar project scope experience on three (3) projects within the last three (3) years. All subcontractors intended for use on this project shall also demonstrate similar project scope experience necessary to successfully perform on their respective portion of work on this project. 3.1.2. The Prime Bidder must provide a list the surety company(s) which issued bonds for projects listed above. Additionally, the Prime bidder shall list the surety company intended for use on this project. 3.1.3. The Prime Bidder must submit a current certified financial statement prepared by an independent Certified Public Accountant. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 27, 2015 (PACs) Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 0021 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.2. The City reserves the right to reject any or all bids and waive any or all formalities. 2 The City will award one contract with a combination of base bids and/or alternates 3 which is most advantageous to the City. 4 5 3.3. Additional requirements for qualification may be required within various sections of the 6 Contract Documents. 8 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 9 10 4.1. Before submitting a Bid, each Bidder shall: 11 12 4.1.1. Examine and carefully study the Contract Documents and other related data 13 identified in the Bidding Documents (including "technical data" referred to in 14 Paragraph 4.2. below). No information given by City or any representative of the 15 City other than that contained in the Contract Documents and officially 16 promulgated addenda thereto, shall be binding upon the City. 17 18 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 19 site conditions that may affect cost, progress, performance or furnishing of the 20 Work. 21 22 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 23 progress, performance or furnishing of the Work. 24 25 4.1.4. Be advised, City, in accordance with Title VI of the Civil Rights Act of 1964, 78 26 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, 27 Department of Transportation, Subtitle A, Office of the Secretary, Part 21, 28 Nondiscrimination in Federally -assisted programs of the Department of 29 Transportation issued pursuant to such Act, hereby notifies all bidders that it will 30 affirmatively insure that in any contract entered into pursuant to this advertisement, 31 minority business enterprises will be afforded full opportunity to submit bids in 32 response to this invitation and will not be discriminated against on the grounds of 33 race, color, or national origin in consideration of award. 34 35 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or 36 contiguous to the Site and all drawings of physical conditions relating to existing 37 surface or subsurface structures at the Site (except Underground Facilities) that 38 have been identified in the Contract Documents as containing reliable "technical 39 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 40 at the Site that have been identified in the Contract Documents as containing 41 reliable "technical data." 42 43 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 44 the information which the City will furnish. All additional information and data 45 which the City will supply after promulgation of the formal Contract Documents 46 shall be issued in the form of written addenda and shall become part of the Contract 47 Documents just as though such addenda were actually written into the original 48 Contract Documents. No information given by the City other than that contained in 49 the Contract Documents and officially promulgated addenda thereto, shall be 50 binding upon the City. 51 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised May 27, 2015 (PACs) Addendum 04 0021 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.7. Perform independent research, investigations, tests, borings, and such other means 2 as may be necessary to gain a complete knowledge of the conditions which will be 3 encountered during the construction of the project. On request, City may provide 4 each Bidder access to the site to conduct such examinations, investigations, 5 explorations, tests and studies as each Bidder deems necessary for submission of a 6 Bid. Bidder must fill all holes and clean up and restore the site to its former 7 conditions upon completion of such explorations, investigations, tests and studies. 8 9 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 10 cost of doing the Work, time required for its completion, and obtain all information 11 required to make a proposal. Bidders shall rely exclusively and solely upon their 12 own estimates, investigation, research, tests, explorations, and other data which are 13 necessary for full and complete information upon which the proposal is to be based. 14 It is understood that the submission of a proposal is prima -facie evidence that the 15 Bidder has made the investigation, examinations and tests herein required. Claims 16 for additional compensation due to variations between conditions actually 17 encountered in construction and as indicated in the Contract Documents will not be 18 allowed. 19 20 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 21 between the Contract Documents and such other related documents. The Contractor 22 shall not take advantage of any gross error or omission in the Contract Documents, 23 and the City shall be permitted to make such corrections or interpretations as may 24 be deemed necessary for fulfillment of the intent of the Contract Documents. 25 26 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification o£ 27 28 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 29 the site which have been utilized by City in preparation of the Contract Documents. 30 The logs of Soil Borings, if any, on the plans are for general information only. 31 Neither the City nor the Engineer guarantee that the data shown is representative of 32 conditions which actually exist. 33 34 4.2.2. those drawings of physical conditions in or relating to existing surface and 35 subsurface structures (except Underground Facilities) which are at or contiguous to 36 the site that have been utilized by City in preparation of the Contract Documents. 37 38 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 39 on request. Those reports and drawings may not be part of the Contract 40 Documents, but the "technical data" contained therein upon which Bidder is entitled 41 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 42 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 43 responsible for any interpretation or conclusion drawn from any "technical data" or 44 any other data, interpretations, opinions or information. 45 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised May 27, 2015 (PACs) Addendum 04 0021 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 2 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 3 exception the Bid is premised upon performing and furnishing the Work required by the 4 Contract Documents and applying the specific means, methods, techniques, sequences or 5 procedures of construction (if any) that may be shown or indicated or expressly required 6 by the Contract Documents, (iii) that Bidder has given City written notice of all 7 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 9 etc., have not been resolved through the interpretations by City as described in 10 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 11 and convey understanding of all terms and conditions for performing and furnishing the 12 Work. 13 14 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 16 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 17 Documents. 18 19 5. Availability of Lands for Work, Etc. 20 21 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 22 access thereto and other lands designated for use by Contractor in performing the Work 23 are identified in the Contract Documents. All additional lands and access thereto 24 required for temporary construction facilities, construction equipment or storage of 25 materials and equipment to be incorporated in the Work are to be obtained and paid for 26 by Contractor. Easements for permanent structures or permanent changes in existing 27 facilities are to be obtained and paid for by City unless otherwise provided in the 28 Contract Documents. 29 30 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 31 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 32 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 33 the award of contract at any time before the Bidder begins any construction work on the 34 project. 35 36 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 37 way, easements, and/or permits, and shall submit a schedule to the City of how 38 construction will proceed in the other areas of the project that do not require permits 39 and/or easements. 40 41 6. Interpretations and Addenda 42 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised May 27, 2015 (PACs) Addendum 04 002113-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 2 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 3 received after this day may not be responded to. Interpretations or clarifications 4 considered necessary by City in response to such questions will be issued by Addenda 5 delivered to all parties recorded by City as having received the Bidding Documents. 6 Only questions answered by formal written Addenda will be binding. Oral and other 7 interpretations or clarifications will be without legal effect. 8 10 Address questions to: 11 12 City of Fort Worth 13 200 Texas Street 14 Fort Worth, TX 76102 15 Attn: Tonda Rice, City of Fort Worth 16 Fax: 817.392.5724 17 Email: TondRice@fortworthtexas.gov 18 Phone: 817.392.5759 19 20 21 6.2. A prebid conference may be held at the time and place indicated in the Advertisement or 22 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 23 Project. Bidders are encouraged to attend and participate in the conference. City will 24 transmit to all prospective Bidders of record such Addenda as City considers necessary 25 in response to questions arising at the conference. Oral statements may not be relied 26 upon and will not be binding or legally effective. 27 28 7. Bid Security 29 30 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 31 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 32 the requirements of Paragraphs 5.01 of the General Conditions. 33 34 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 35 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 36 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 37 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 38 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 39 other Bidders whom City believes to have a reasonable chance of receiving the award 40 will be retained by City until final contract execution. 41 42 8. Contract Times 43 The number of days within which, or the dates by which, Milestones are to be achieved in 44 accordance with the General Requirements and the Work is to be completed and ready for 45 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 46 attached Bid Form. 47 48 9. Liquidated Damages 49 Provisions for liquidated damages are set forth in the Agreement. 50 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised May 27, 2015 (PACs) Addendum 04 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 10. Substitute and "Or -Equal" Items 2 The Contract, if awarded, will be on the basis of materials and equipment described in the 3 Bidding Documents without consideration of possible substitute or "or -equal" items. 4 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 5 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 6 City, application for such acceptance will not be considered by City until after the Effective 7 Date of the Agreement. The procedure for submission of any such application by Contractor 8 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 9 Conditions and is supplemented in Section 0125 00 of the General Requirements. 10 11 11. Subcontractors, Suppliers and Others 12 13 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 14 12-2011 (as amended), the City has goals for the participation of minority business 15 and/or small business enterprises in City contracts. A copy of the Ordinance can be 16 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 17 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 18 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 19 Venture Form as appropriate. The Forms including documentation must be received 20 by the City no later than 2:00 P.M. CST, on the second business days after the bid 21 opening date. The Bidder shall obtain a receipt from the City as evidence the 22 documentation was received. Failure to comply shall render the bid as non- 23 responsive. 24 25 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 26 or organization against whom Contractor has reasonable objection. 27 28 12. Bid Form 29 30 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 31 obtained from the City. 32 33 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 34 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 35 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 36 price item listed therein. In the case of optional alternatives, the words "No Bid," 37 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 38 written in ink in both words and numerals, for which the Bidder proposes to do the 39 work contemplated or furnish materials required. All prices shall be written legibly. 40 In case of discrepancy between price in written words and the price in written 41 numerals, the price in written words shall govern. 42 43 12.3. Bids by corporations shall be executed in the corporate name by the president or a 44 vice-president or other corporate officer accompanied by evidence of authority to 45 sign. The corporate seal shall be affixed. The corporate address and state of 46 incorporation shall be shown below the signature. 47 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised May 27, 2015 (PACs) Addendum 04 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 14. Modification and Withdrawal of Bids 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option of the City, be returned unopened. 14.2. Bidders may modify their Bid by electronic communication at any time prior to the time set for the closing of Bid receipt. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised May 27, 2015 (PACs) Addendum 04 0021 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 15. Opening of Bids 2 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 3 abstract of the amounts of the base Bids and major alternates (if any) will be made available 4 to Bidders after the opening of Bids. 5 6 16. Bids to Remain Subject to Acceptance 7 All Bids will remain subject to acceptance for the time period specified for Notice of Award 8 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 9 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 10 11 17. Evaluation of Bids and Award of Contract 12 13 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 14 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 15 and to reject the Bid of any Bidder if City believes that it would not be in the best 16 interest of the Project to make an award to that Bidder, whether because the Bid is 17 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 18 meet any other pertinent standard or criteria established by City. City also reserves 19 the right to waive informalities not involving price, contract time or changes in the 20 Work with the Successful Bidder. Discrepancies between the multiplication of units 21 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 22 between the indicated sum of any column of figures and the correct sum thereof will 23 be resolved in favor of the correct sum. Discrepancies between words and figures 24 will be resolved in favor of the words. 25 26 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 27 among the Bidders, Bidder is an interested party to any litigation against City, 28 City or Bidder may have a claim against the other or be engaged in litigation, 29 Bidder is in arrears on any existing contract or has defaulted on a previous 30 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 31 Bidder has uncompleted work which in the judgment of the City will prevent or 32 hinder the prompt completion of additional work if awarded. 33 34 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 35 other persons and organizations proposed for those portions of the Work as to which 36 the identity of Subcontractors, Suppliers, and other persons and organizations must 37 be submitted as provided in the Contract Documents or upon the request of the City. 38 City also may consider the operating costs, maintenance requirements, performance 39 data and guarantees of major items of materials and equipment proposed for 40 incorporation in the Work when such data is required to be submitted prior to the 41 Notice of Award. 42 43 17.3. City may conduct such investigations as City deems necessary to assist in the 44 evaluation of any Bid and to establish the responsibility, qualifications, and financial 45 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 46 organizations to perform and furnish the Work in accordance with the Contract 47 Documents to City's satisfaction within the prescribed time. 48 49 17.4. Contractor shall perform with his own organization, work of a value not less than 50 35% of the value embraced on the Contract, unless otherwise approved by the City. 51 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised May 27, 2015 (PACs) Addendum 04 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 2 responsive Bidder whose evaluation by City indicates that the award will be in the 3 best interests of the City. 4 5 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 6 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 7 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 8 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 9 comparable contract in the state in which the nonresident's principal place of 10 business is located. 11 12 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 13 to be awarded, City will award the Contract within 90 days after the day of the Bid 14 opening unless extended in writing. No other act of City or others will constitute 15 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 16 the City. 17 18 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 19 20 18. Signing of Agreement 21 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 22 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 23 Contractor shall sign and deliver the required number of counterparts of the Agreement to 24 City with the required Bonds, Certificates of Insurance, and all other required documentation. 25 City shall thereafter deliver one fully signed counterpart to Contractor. 26 27 END OF SECTION 28 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised May 27, 2015 (PACs) Addendum 04 00 35 13 CONFLICT OF INTEREST STATEMENT Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of Fort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIQ Form) and/or a Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) pursuant to state law, You are urged to consult with counsel regarding the applicability of these forms to your company. The referenced forms may be downloaded from the links provided below. http://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state.tx.us/forms/CIS.pd# ❑ CIQ Form does not apply 0 CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply 0 CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary N.01011": Northstar Construction, LLC 2112 Solana Street Fort Worth, Texas 76117 END OF SECTION By: Michael A. Heimlich Signature: 0- 5�- Title: President CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621. 101785. G00037 Form Revised 20171109 Addendum 05 0041 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: Z. Boaz South Park, Bunche Park Phase II, Capps Park City Project No.: 100621, 101785, G00037 Units/Sections: UNIT 1 BASE BID ITEMS - Z BOAZ PARK SOUTH UNIT 2 BASE BID ITEMS - BUNCHE PARK PHASE 11 UNIT 3 BASE BID ITEMS - CAPPS PARK UNIT 2 ALTERNATE BID ITEMS - BUN CHE PARK PHASE II UNIT 3 ALTERNATE BI❑ ITEMS - CAPPS PARK 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 ❑ocuments 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, 000037 Form Revised 20150821 Addendum 05 00 41 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 prequalifed contractors and subcontractors a. Concrete b. Grading c. Electrical d. Outdoor Plumbing e. Crane Operation f. Playground Installation g. Fitness Equipment Installation h. Pavilion Installation 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 180 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. S. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Form Revised 20150821 Addendum 05 0041 00 BID FORM Page 3 of 3 h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Evaluation of Alternate Bid Items Total Base Bid Alternate Bid Total Bid 7. Bid Submittal This Bid is submitted on June 25, 2020 Respectfully submitted, Y �..�.0 B : .0 �- (Signature) Michael A. Heimlich (Printed Name) Title: President Company: Northstar Construction, LLC Address: 2112 Solona Street Fort Worth, Texas 76117 State of Incorporation: Texas Email: mlke northstarN.com Phone: 817-244-8885 END OF SECTION $1,114,986.30 $137,716.20 $1,252,702.50 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: 1VL414 Addendum No. 2: I*LC 6{ Addendum No. 3: Addendum No. 4: Addendum No. 5: yYL Corporate Seal: CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Form Revised 20150821 Addendum 05 00 42 43 Bad PROPOSAL SECTION 00 42 43 Page I of 8 PROPOSALFORM UNIT PRICE BID Bidder's Application Project item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity BASE BIDS UNIT 1 BASE BID ITEM - Z BOAZ PARK SOUTH 1 Mobilization (6% Maximum) 01 7000 LS 1 $27,000.00 $27,000.00 2 Furnish and install post and cable fencing, including all 32 31 26 LF 503 incidentals necessary to complete in place, all $29.00 $14,587.00 3 Furnish and install maintenance access gate, including 32 31 26 EA 1 all incidentals necessary to complete in place, all $2,000.00 $2,000.00 4 Furnish and install pavilion and footings, including all See Details LS 1 incidentals necessary to complete in place, all $49,000.00 $49,000.00 5 Furnish and install poly barrier at pavilion, including all See Details SF 1,965 incidentals necessary to complete in place, all $0.40 $786,00 6 Furnish and install select fill cap at pavilion, including See Details CY 60 all incidentals necessary to complete in place, all $50.00 $3,000.00 7 Install reinforced concrete and all other incidental 32 13 13 SY 1,158 necessary to complete in place all according to the $50.00 $57,900.00 8 Furnish and install bench wl city logo, including all 10 73 00 EA 5 incidentals necessary to complete in place, all $1,950.00 $9,750.00 9 Furnish and install picnic table, including all incidentals 10 73 00 EA 2 necessary to complete in place, all according to the $1,600.00 $3,200.00 10 Furnish and install picnic table (ADA accessible), 10 73 00 EA 1 including all incidentals necessary to complete in place, $1,700.00 $1,700.00 11 Furnish and install trash receptacle, including all 10 73 00 EA 4 incidentals necessary to complete in place, all $1,200.00 $4,800.00 12 Furnish and install water fountain wl dog bowl, See Details EA 1 including all incidentals necessary to complete in place, $11,000.00 $11,000.00 13 Furnish and install workout area surfacing I equipment 1 See Details LS 1 edging, including all incidentals necessary to complete $34,000.00 $34,000.00 14 Furnish and install playground prototype #2 - surfacing See Details LS 1 ! equipment 1 edging, including all incidentals $173,000.00 $173,000.00 15 Unclassified Excavation By Plan, Finish Grading, Haul 31 23 16 CY 490 Off, Disposal, Scarification, Clean Up and Turf $40.00 $19,600.00 16 Export Haul Off By Plan, Finish Grading Haul Off, 31 23 16 CY 200 Disposal $39.00 $7,800.00 17 Furnish, install, and removal of silt fence, including all 31 25 00 LF 690 incidentals necessary to complete in place, all $2.00 $1,380.00 18 Furnish and install tree protection fencing, including all See Details LF 675 incidentals necessary to complete in place, all $2.00 $1,350.00 19 Furnish and install tree trunk protection wrapping, See Details EA 22 including all incidentals necessary to complete in place, $125.00 $2,750.00 20 Furnish and install 8" PVC storm pipe, including all 11 1612 LF 96 incidentals necessary to complete in place, all $25.00 $2,400.00 21 Furnish and install 4" perforated pipe, including all 11 1612 LF 144 incidentals necessary to complete in place, all $15.50 $2,232.00 22 Furnish and install 8" sloped headwall, including all 33 49 40 EA 2 incidentals necessary to complete in place, al! $400.00 $800.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Parks Improvements at 3 Park Sites: City Project G 100621, 101785, G00037 Addendum 05 00 42 43 BID PROPOSAL SECTION 00 42 43 Page 2 of 8 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section No. Unit of Measure Bid Quantity unit Price Bid Value No. 23 Furnish and install 1" water service by City of Fort 33 12 10 EA 1 Worth, including all incidentals necessary to complete $3,600.00 $3,600.00 24 Furnish and install Electrical Service including, wire, 26 05 00 LS 1 conduit, grounding & bonding, meter socket, $30,000.00 $30,000.00 25 Bermuda sod, including fertilizer and sprinkling 32 92 13 SF 25,282 complete and in place. $0.50 $12,641.00 26 Furnish and provide temporary irrigation to all turf 32 93 43 SF 25,282 areas, including all incidentals necessary to complete $0.30 $7.584.60 �7 Furnish and install quick coupler, including all 32 93 43 EA 1 incidentals necessary to complete in place, all $260.00 $260.00 Furnish and instal[ isolation valve, y strainer, double 1 �8 check assembly, including all incidentals necessary to 32 93 43 EA I $2,500.00 $2.500.00 UNIT 1 BASE BID ITEM - Z BOAZ PARK SOUTH 1 $486,620.60 UNIT 2 BASE BID ITEM - BUNCHE PARK PHASE Il 1 Mobilization (6% Maximum) 01 7000 LS 1 $ 27,000.00 $ 27,000.00 Install reinforced concrete and all other incidental 321313.32 2 necessary to complete in place all according to the 1320 Sy 1,409 soecification and details. $ 51.00 $ 71,859.00 Furnish and install picnic table, including all incidentals 3 necessary to complete in place, all according to the 11 6713 EA 2 details.specifications. $ 1,600.00 $ 3,200.00 Furnish and install picnic table (ADA accessible), 4 including all incidentals necessary to complete in place, 11 6713 EA 1 all according to the plans, details, and specifications. $ 1,700.00 $ 1,700.00 Furnish and install benches, including all incidentals 5 necessary to complete in place, all according to the 11 6713 EA 4 details.d specifications, $ 1,000,00 $ 4,000.00 Furnish and install post and cable fencing, including all 6 incidentals necessary to complete in place, all 3231 26 LF 702 accordino to theI details an $ 29.00 $ 20,358.00 Furnish and install volleyball court sand and filter fabric 7 including all incidentals necessary to complete in place, See Detail CY 182 all according to the plans, details, and specifications. $ 105.00 $ 19,110.00 Furnish and install volleyball court poles, foundations, 8 nets, and edging including all incidentals necessary to See Detail EA 1 complete in place, all according to the plans, details, and spgQfficatorins $ 4,700.00 $ 4,700.00 Furnish and install pavilion and footings, including all 9 incidentals necessary to complete in place, all gee Detail LS 1 according to the plans, details, specifications, and $ 49,000.00 $ 49,000.00 Furnish and install poly barrier at pavilion, including all 10 incidentals necessary to complete in place, all See Detail SF 1,965 according to the plans, details, specifications, and $ 0.40 $ 786.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 05 00 42 43 BID PROPOSAL SECTION 00 42 43 Page 3 of 9 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Sidlist Item Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value No Furnish and install select fill cap at pavilion, including 11 1 all incidentals necessary to complete in place, all See Detail CY 60 according to the plans, details, specifications, and $ 50.00 $ 3,000.00 Furnish and install TxDOT PW-1 headwall, including 12 all incidentals necessary to complete in place, all See Detail EA 2 according to the plans, details, and specifications. $ 18,600.00 $ 37,200.00 Furnish and install concrete rip rap, including all 13 incidentals necessary to complete in place, all See Detail SY 125 laccording to the plans, details. and specifications. $ 87.00 $ 10,875.00 Furnish and 6x5 box culvert, including all incidentals 14 necessary to complete in place, all according to the See Detail LF 9 details,d s ecifications. $ 725,00 $ 6,525.00 Furnish and install pilot channel, including all 15 incidentals necessary to complete In {dace, all See Detail SY 45 laccordina to the plans,details, and specifications. $ 59.00 $ 2,655.00 Furnish and install guardrails, including all incidentals 16 necessary to complete in place, all according to the See Detail LF 106 detalls, and specifications. $ 116.00 $ 12,296.00 Furnish and install 8" 6:1 headwall with rodent screen, 17 including all incidentals necessary to complete in place, See Detail EA 1 all according to the plans, details, and specifications. $ 400.00 $ 400.00 Furnish and install 8" storm drain, including all 18 incidentals necessary to complete in place, all See Detail LF 152 according o the plans. details. and specifications. $ 30.00 $ 4,560.00 Furnish and install 8" perforated pipe, including all 19 incidentals necessary to complete in place, all See Detail LF 104 Jaccording to the Qlans. details. and snecifications. 1 $ 29.00 $ 3,016.00 Unclassified Excavation By Plan, Finish Grading, Haul 20 Off, Disposal, Scarification, Clean Up and Turf 31 23 16 CY 50 P ara i n. $ 31.00 $ 1,550.00 Install fill material delivered, placed and compacted to 21 95% Standard Proctor Density according to the plans, 32 23 23 CY 618 s.Decifications and details. $ 26.00 $ 16,068.00 Moisture Conditioning and Subgrade Preparation, 22 including all incidentals necessary to complete in place, See Detail CY 462 all according to the plans, details, specifications, and aeotechnical report $ 45.00 $ 20,790.00 Saw cutting, removal, hauling and disposal of existing 23 concrete pavement, all according to the plans, details 0241 13 SF 238 and s ecifica ions $ 4.50 $ 1,071.00 24 Clear, grub and dispose of all trees and stumps 6"-12" 31 1000 EA 2 as noted in the plans or as directed by the City. $ 400.00 $ 800.00 25 Clear, grub and dispose of all trees and stumps 12"-18" 32 10 00 EA 3 as noted in the plans or as directed by the City. $ 600.00 $ 1,800.00 26 Clear, grub and dispose of all trees and stumps 18"-24" 33 10 00 EA 3 as rioted in the plans or as directed by the City. $ 1,150.00 $ 3,450.00 Furnish, install, and removal of silt fence, including all 27 incidentals necessary to complete in place, all 31 2500 LF 884 accord ina to the plans, details, and specof mcations. 1 $ 2.00 $ 1,768.00 Furnish, install, and removal of construction entrance, r28 including all incidentals necessary to complete in place. See Detail EA 1 $ 1,640.00 $ 1,640.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Narks Improvements at 3 Park Sites: City Project k 100621, 101785, G00037 Addendum 05 00 42 43 BID PROPOSAL SECTION 00 42 43 Page 4 of PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity Furnish and install tree protection fencing, including all 29 incidentals necessary to complete in place, all See Detail LF 1,517 to the plans, details,andspecifications.. $ 2.00 $ 3,034.00 Furnish and install 2" Water Service, including all 30 incidentals necessary to complete in place, all 3312 10 EA 1 according to the plans, details, and specifications. By Qty of Fort Worth, $ 5,000.00 $ 5,000.00 Furnish and install Electrical Service and connection including, wire, conduit, grounding & bonding, meter socket, panelboard & breakers, time clock, photocell, 31 receptacle, light poles, light pole fixtures, pavilion light 26 05 00 LS 1 fixture, irrigation controller power and other incidentals necessary according to the plans. $ 47,000.00 $ 47,000A0 32 Bermuda sod, including fertilizer and sprinkling 32 92 13 SF 27,171 $ 0.50 $ 13,585.50 complete and in place. Canopy Tree 3" caliper trees as shown on the plans 33 and specifications unless otherwise indicated, furnish 32 93 43 EA 29 and install tree staking, including all incidentals $ 700.00 $ 20,300.00 65 Gallon Ornamental trees as shown on the plans and 34 specifications unless otherwise indicated, furnish and 33 93 43 EA 23 install tree staking, including all incidentals necessary. $ 730.00 $ 15,790.00 Furnish and provide temporary irrigation to all turf 35 areas, including all incidentals necessary to complete 32 93 43 SF 27,171 in place, all according to the plans, details, and $ 0.20 $ 5,434.20 Furnish and install irrigation controller, rain sensor, 36 freeze sensor, concrete pad, and sweep conduits, 32 93 43 EA 1 including all incidentals necessary to complete in place. $ 2,500.00 $ 2,500.00 Furnish and install isolation valve, y strainer, double check assembly and hydrometer with type k copper 37 service from water meter through hydrometer for See detail EA 1 irrigation system, including all incidentals necessary to complete in place, all according to the plans, details, $ 3,000.00 $ 3,000,00 Furnish and install quick coupler, including all 38 incidentals necessary to complete in place, all 32 93 43 EA 1 according it and s eciftc $ 260.00 $ 260.00 Furnish and install tree bubblers, including al[ 39 incidentals necessary to complete in place, all 32 93 43 EA 104 laccordinQ to the glans, details. and specifications. $ 38.00 $ 3,952.00 Furnish and install irrigation mainline, including all 40 incidentals necessary to complete in place, all 32 93 43 LF 460 accordinQ to the olans. details, ands ec" n $ 10.00 $ 4,600.00 UNIT 2 BASE BID ITEM - BUNCHE PARK PHASE 11 $456,632.70 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fora Revised 20120120 Parks Improvements at 3 Park Sites: City Project # 100621, 10i785, 000037 Addendum 05 00 42 43 BID PROPOSAL SECTION 00 42 43 Page 5 of PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlisf Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity UNIT 3 BASE BID ITEM - CAPPS PARK 1 Mobilization 01 7000 LS 1 $ 11,000.00 $ 11,000.00 nsta 'reinforced concrete and all other incidental 321313,32 2 necessary to complete in place all according to the SY 236 tans, specification and details. 1320 $ 60.00 $ 14,160.00 Furnish and install picnic table, including all incidentals 3 necessary to complete in place, all according to the 10 73 00 EA 3 [plans, details, andspecifications. $ 1,600,00 $ 4,800.00 Furnish and install picnic table (ADA accessible), 4 including all incidentals necessary to complete in place, 10 73 00 EA 3 all according to the plans, details, and specifications. $ 1,700A0 $ 5,100.00 Furnish and install bench w city logo, including all 5 incidentals necessary to complete in place, all 10 73 00 EA 8 according to the plans, details, and specifications. $ 1,950.00 $ 15,600.00 Furnish and install grill, including all incidentals 6 necessary to complete in place, all according to the 10 73 00 EA 3 I ecificafions. $ 700.00 $ 2,100.00 Furnish an Ins a wor au area surfacing equipment, foundations 1 edging, including all incidentals 7 necessary to complete in place, all according to the See Detail L5 fans, details, andspecifications. $ 35,500.00 $ 35,500.00 Unclassified Excavation By Plan, Finish Grading, Haul 8 Off, Disposal, Scarification, Clean Up and Turf 31 2316 CY 135 Preoaration. $ 44.00 $ 5,940.00 Saw cutting, removal, hauling and disposalof existing 9 concrete pavement, all according to the plans, details 10241 13 SF 1,165 andspecifications $ 2.20 $ 2,563.00 Furnish, install, and removal of silt fence, including all 10 incidentals necessary to complete in place, all 31 2500 LF 141 according to the plans, details, andspecifications $ 2.00 $ 282.00 Furnish, install, anCl removal 01 erosion con ro I er sock, including all incidentals necessary to complete in 11 place, all according to the plans, details, and 32 25 00 LF 443 ,specifications $ 3.00 $ 1,329.00 12 Furnish, install, and removal of construction entrance, 32 25 00 EA 1 including all incidentals necessary to complete in place, all according to the plans, details, andspecifications $ 1,700.00 $ 1,700.00 Furnish and install tree protection tencing, Inc u Ing all 13 incidentals necessary to complete in place, all See Detail LF 4,041 ,according to the Qlans, details, ands ecifications. $ 2.00 $ 8,082.00 Furnish and install one security po a Ig S a 14 30' and other incidentals necessary according to the 26 05 00 LS 1 plans. $ 10,400.00 $ 10,400.00 Furnish and install nine retro post -top acorn 15 lights and other incidentals necessary according to the 26 05 00 LS 1 plans. $ 6,000.00 $ 6,000.00 Furnish and install two (2) power pedestals for 16 receptacles and other incidentals necessary according 26 05 00 LS 1 to the plans. $ 3,200.00 $ 3,200.00 17 Furnish and install Wire & Conduit and other 26 05 00 LS 1 incidentals necessary according to the plans. $ 22,000.00 $ 22,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Parks Improvements at 3 Park Sites: City Project N 100621. 101785, G00037 Addendum 05 00 42 43 BID PROPOSAL SECTION 00 42 43 Page 6 of 8 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of bid Unit Price Bid Value Section No. Measure Quantity No. Furnish and install six duplex receptacles w 18 and weatherproof covers and other incidentals 26 05 00 LS 1 necessary according to theplans._ $ 3,000.00 $ 3,000.00 19 Furnish and install photocell and other incidentals 26 05 00 LS 1 necesswy according to the plans. $ 700.00 $ 700.00 20 Bermuda sod, including fertilizer complete and in place, 32 92 13 SF 3,965 $ 0.80 $ 3,172.00 Furnish and provide temporary irrigation to all turf 21 areas, including all incidentals necessary to complete 32 93 43 SF 3,965 in place, all according to the plans, details, and pinstall $ 1.00 $ 3,965.00 Fu=rnffilrmid quick coupler, including all 22 incidentals necessary to complete in place, all 32 93 43 EA 9 according to the Qlans, details, andspecifications. $ 260.00 $ 2,340.00 Furnish and install irrigation mainline, mainline 23 connection to existing back€low precentor, including all 32 93 43 LF 1,600 incidentals necessary to complete in place, all ,according to the plans, details, andspecifications. $ 5.50 $ 8,800.00 UNIT 3 BASE BID ITEM - CAPPS PARK $ 171,733.00 UNIT 4 ALTERNATE BID ITEM - Z BOAZ PARK SOUTH Bid Alt. Description Specification Unit Bid Unit Price Bid Value Section No. Measure Quantity list Alternate I - Install reinforced concrete and all 32 13 13, 32 1 other incidental necessary to complete in place all SY 30 according to the plans, specification and details. 1320 I 1 1 $ 62.00 $ 1,860.00 UNIT 4 ALTERNATE BID ITEM - Z BOAZ PARK SOUTH $ 1,860.00 UNIT 5 ALTERNATE BID ITEM - BUNCHE PARK PHASE II Bid Description Specification Unit of Bid Unit Price Bid Value Alt. Section No. Measure Quantit Alternate Bid #1 - Install reinforced concrete and all 32 13 13, 32 1 other incidental necessary to complete in place all SY 30 according to the plans, specification and details. 1320 $ 55.00 $ 1,650.00 Alternate Bid #1 - Furnish and install benches, 2 including all incidentals necessary to complete in place, 11 6713 EA 4 all according to the plans, details, and specifications. $ 1,000.00 $ 4,000.00 Alternate Bid #2 - Furnish and install trail marker 3 medallion, including all incidentals necessary to See Detail EA 8 complete in place, all according to the plans, details, and snecofmcatmans $ 300.00 $ 2,400.00 Alternate Bid #3 - Furnish and install maintenance 4 access gate, including all incidentals necessary to 3231 26 EA 1 complete in place, all according to the plans, details, $ 2,000.00 $ 2,000.00 Alternate Bid #4 - Install reinforced concrete and all 321313.32 5 other incidental necessary to complete in place all 1320 SY 159 according to the olans. specificationd details. $ 50.00 $ 7,950.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Parks Improvements at 3 Park Sites: City Project # 100621, 101795. G00037 Addendum 05 00 42 43 BID PROPOSAL SECTION 00 42 43 Page 7 of 8 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity Alternate Bid #4 - Furnish and install volleyball court 6 sand and filter fabric including all incidentals necessary See Detail CY 181 to complete in place, all according to the plans, details, $ 105.00 $ 19,005.00 Alternate Bid #4 - Furnish and install volleyball court 7 poles, foundations, nets, and edging including all See Detail EA 1 incidentals necessary to complete in place, all $ 4,700.00 $ 4,700.00 Alternate Bid #4 - Furnish and install 8" storm drain, 8 including all incidentals necessary to complete in place, See Detail LF 104 all according to the plans, details, and specifications. $ 38.50 $ 4,004.00 Alternate Bid #4 - Furnish and install 8" perforated pipe, 9 including all incidentals necessary to complete in place, See Detail LF 104 all according to the plans, details, and specifications. $ 29.00 $ 3,016.00 Alternate Bid #4 - Unclassified Excavation By Plan, 10 Finish Grading, Haul Off, Disposal, Scarification, Clean 31 2316 CY 15 U and Turf Pre aration $ 26.00 $ 390.00 Alternate Bid #4 - Install fill material delivered, placed 11 and compacted to 95% Standard Proctor Density 32 23 23 CY 618 according to the plans, specifications and details. $ 35.00 $ 21,630.00 Alternate Bid #4 - Saw cutting, removal, hauling and 12 disposal of existing concrete pavement, all according to 0241 13 SF 605 the plans. details and specifications $ 2.00 $ 1,210.00 13 Alternate Bid #4 - Bermuda sod, including fertilizer and 32 92 13 SF 9,669 sprinkling complete and in lace. $ 0.50 $ 4,834.50 Alternate Bid #4 - Furnish and provide temporary 14 irrigation to all turf areas, including all incidentals 32 93 43 SF 9.669 necessary to complete in place, all according to the glans, details and sr)ecffic@Ii00S. $ 0.30 $ 2,900.70 Alternate Bid #5 - Install top sail delivered, placed and 15 compacted to 95% Standard Proctor Density according 31 23 23 CY 155 to the olans, sr)ecifications and details. $ 67.60 $ 10,478.00 Alternate Bid #5 - Saw cutting, removal, hauling and 16 disposal of existing asphalt pavement, all according to 0241 13 SF 12.560 the r)lans, details and fi ins $ 0.60 $ 7,536.00 17 Alternate Bid #5 - Bermuda sod, including fertilizer and 32 92 13 SF 12,560 s rinklin complete and in lace. $ 0.50 $ 6,280.00 Alternate Bid #5 - Furnish and provide temporary 18 irrigation to all turf areas, including all incidentals 32 93 43 SF 12,560 necessary to complete in place, all according to the lolans, details- and specifici3fions. $ 0.30 1 $ 3,768.00 UNIT 5 ALTERNATE BID ITEM - BUNCHE PARK PHASE II $ 107,752.20 UNIT 6 ALTERNATE BID ITEM - CAPPS PARK Bid Description Specification Unit of B I I Unit Price Bid Value Alt. Section No. Measure Quantity Bid Alternate 1 - Furnish and install 5" reinforced 1 concrete sidewalk connection, including all incidentals 32 1313, 32 SY 64 necessary to complete in place, all according to the 1320 $ 59.00 $ 3,776.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS F'onn Revised 20120120 Parks Improvements at 3 Park Sites, - City Project k 10062I. 101785. G00037 Addendum 05 00 42 43 BID PROPOSAL SECTION 00 42 43 Page 8 of 8 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description 5pecifcation Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity Bid Alternate 2 - Furnish and install 5" reinforced 2 concrete sidewalk, including all Incidentals necessary 32 13 13, 32 SY 47 to complete in place, all according to the plans, details, 1320 nnd Specifications. $ 62.00 $ 2,914.00 Bid Alternate 2 - Furnish and install 6' bench wl city 3 logo, including all incidentals necessary to complete in 10 73 00 EA 2 place, all according to the plans, details, and $ 1,950.00 $ 3,900.00 Bid Alternate 3 - Furnish and install 5" reinforced concrete pad for special events port-o-potty, including 32 13 13, 32 4 all incidentals necessary to complete in place, all 1320 SY 9 according to the plans, details, and specifications. $ 72.00 $ 648.0o Bid Alternate 4 - Furnish and install 5" reinforced 5 concrete sidewalk, including all incidentals necessary 32 13 13, 32 SY 51 to complete in place, all according to the plans, details, 1320 and snecoficatmons. $ 66.00 $ 3,366.00 Bid Alternate 4 - Furnish and install 6' bench wl city 6 logo, including all incidentals necessary to complete in 10 73 00 EA 2 place, all according to the plans, details, and $ 1,950.00 $ 3,900.00 Bid Alternate 5 - Furnish and install exercise equipment (balance bard, chest press, and captains chair) and 7 concrete footings, including all incidentals necessary to See Detail EA 3 complete in place, all according to the plans, details, $ 3,200.00 $ 9,600900 UNIT 6 ALTERNATE BID ITEM - CAPPS PARK $ 28,104.00 I=31011:111kyl Ii►,F-11 '1 :a_69911111:11911 UNIT 1 BASE BID ITEM - Z BOAZ PARK SOUTH $486,620.60 UNIT 2 BASE BID ITEM - BUNCHE PARK PHASE II $456,632.70 UNIT 3 BASE BID ITEM - CAPPS PARK $ 171,733.00 BASE BIDS TOTAI-i $1,114,986.30 Ir_10AMIC111l,19;8 41 wb.1 UNIT 4 ALTERNATE BID ITEM - Z BOAZ PARK SOUTH $ 1,860.00 UNIT 5 ALTERNATE BID ITEM - BUNCHE PARK PHASE II $ 107,752.20 UNIT 6 ALTERNATE BID ITEM - CAPPS PARR $ 28,104.00 ALTERNATE BIDS TOTAL $ 137,716.20 BASE + ALTERNATE BIDS TOTALI $ 1,252,702.50 :4►1IIG];69XeiIR]► CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project p 100621, 101785, 600037 Form Revised 20120120 Addendum 05 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: 00 43 13 BID BOND Page 1 of 2 That we, Northstar Construction LLC , known as "Bidder" herein and Argonaut Insurance Comnanv_ a corporate surety duly authorized to do business in the State of Texas, known as "Surety" herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of five percent (5%) of Bidder's maximum bid price, in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sure well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as Z. Boaz South Park, Bunche Park Phase II, Capps Park D NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division, IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 25th day of June , 2020. E5T: 1--- WITness'as to Incipal --�) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 PRINCIPAL: Northstar Construction, LLC BY:,�f.,i7ii�Li e.'► Signature Michael A. Heimlich, President Name and Title Parks Improvements at 3 Park Sites: City Project # 100521. 101785, G00037 Addendum 04 V�r-- Witness'as to retp Attach Power of Attorney (Surety) for Attorney -in -Fact 0043 13 BID BOND Page 2 of 2 Address: 2112 Solona Street Fort Worth, Texas 76117 Telephone Number: 817-244-8885 SURETY: Argonaut Insurance Company 1L BY: CIP,kTs�N ')IJAZA Signature Andrea Rose Crawford, Attorney -in -Fact Name and Title Address: P.O. Box 469011 San Antonio, TX 78246 Telephone Number: 800-470-7958 'Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END Oh Sf:C ION CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Form Revised 20171109 Addendum 04 AIA Document 310 - 2010 Bid Bond CONTRACTOR (Name, legal status and address); Northstar Construction LLC 2112 Solona Street Fort Worth TIC 76117 OWNER (Name, legal status and address): Cily of Fort Worth 200 Texas Street Fort Worth, TX 76102 SURETY (Name, legal status and principal place of business): Ar onaut Insurance Com an 13100 Wortham Center Drive Suite 290 Houston, TX 77065 Bond Amount: Five Percent of the Greatest Amount Bid 5% GAB PROJECT: (Name, location or address, and Project number, if any): Park Improvements At: Bunche Park Phase II, Capps Park and Z Boaz Park South The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (I) enters in to a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in goad faith contract with another party to perform the work covered by said bid, then this obligation shall be scull and void, otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the hid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed by the Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted here from and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and sealed this 25th day of June, 2020 ( Witness) (Seal) ( i ss) (Seal) Language conforms to AIA Document A310 Bid Bond BID70001ZZ0311f Northstar Construction. LL,C (Principal) i (Seal) (Name & Title):, Argonaut Insurance Compan te,(S�tyV (Name & Title): Andrea Rose Crawford, Attorney -in -Fact Argonaut Insurance Company Deliveries Only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P.U. Box 469011, San Antonio, TX 78246 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws of the State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: Andrea Rose CrawroEd - Troy Russel Key- Debra Lee Me on, JQhn William Newhy. Sandra Lee Raney,a M iche Ita Sta ldrr, Joshua D Sheri Michelle Greenough Their true and Iawful agent(s) and attorney(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all bonds, contracts, agreements of indemnity and other undertakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: $951000=0.00 This Power of Attorney is granted and is signed and scaled under and by the authority of the following Resolution adopted by the Board of Directors of Argonaut Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested air acknowledged by any officer or attorney, of the Company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf aF, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to aFfix the corporate seal thereto." I WITNESS WHEREOF, Argonaut Insurance Company has caused its official seal to be hereunto affixed and these presents to be signed by its duly authorized officer on the Sth day of May, 2017, STATE OF TEXAS COUNTY OF HARRIS SS: °:SEAL: by: .�t,�ra�s,• Argonaut Insurance Company Joshua C. Betz, Senior Vice President On this Sth day of May, 2011 A.D., before me, a Notary Public of the State of Texas, in and for the County of Barris, duly commissioned and quaiified, came THE ABOVE OFFICER OF 'THE COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the execution of same, and being by me duly sworn, deposed and said that he is the officer of the said Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duty affixed and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Board of Directors of said Company, referred to in the preceding instrument is now in force. IN TESTIMONY WHEREOF, [ have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written. �;;`; !Sy +cnrrrietau:H, Mrtxs ����.j.• 'F��� Ngta �y j�ult �iC, $ii ry�ol 7n Yoe .yy•�`� € l'Cm.n. Ekp;re9 u7-1 R.90it �'�3r$l,�`' Nn:pry It} 587na2-9 �+J ilu,n `i'7'1. ` fYVUA/3 (Notary Public) 1, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY ofwhich the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal of said Company, on the 25ti1 day of .June 2020 :y 9G�y 7�S[a '•.RLIHotiS:' Y: James Bluxard , Vice President -Surety THIS DOCUMENT IS NOT VALID UNLESS THE WORDS ARCO POWER OF ATTORNEY ARE IN BLUE. IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (210) 321 - 8400. IMPORTANT NOTICE To obtain information or make a complaint: You may call Argonaut Insurance Company and its affiliates by telephone for information or to make a complaint: ARGONAUT INSURANCE COMPANY Please send all notices of claim on this bond to: Argo Surety Claims (413) 773-6359 ❑eliveries Only: 225 W. Washington, 24t" Floor, Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 78246 You may contact the Texas ❑epartment of Insurance to obtain information on companies, coverages, rights or complaints at: (512) 490-1007 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection tdi.state.tx.us PREMIUM OR CLAIM ❑1SPUTES: Should you have a dispute concerning your premium or about a claim you should contact your agent or Argo Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document and is given to comply with Texas legal and regulatory requirements. 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 or 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. M BIDDER: Northstar Construction, LLC 2112 Solona Street Fort Worth, Texas 76117 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110527 By: Michael A. Heimlich a (Signature) Title: President Date: ('0 A? Parks Improvements at 3 Park Sites: City Praject # 100621, 101785. G00037 Addendum 05 1 2 3 4 5 G 7 8 9 10 II I2 I3 14 15 16 17 I8 I9 24 0045 12 - 1 QUALIFICATION STATEMENT Page l of 2 SECTION 00 45 12 QUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Contractor/Subcontractor Company Name Prequalification Expiration Date Type Concrete Northstar Construction, LLC Grading Northstar Construction, LLC Electrical TBD Outdoor Plumbing TBD Crane Operation NIA Playground Installation TBD Exercise Equipment TDB Installation Pavilion L.J.Design & Construction Installation The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIRDER: Northstar Construction, LLC Company 2112 Solona Street Address Fort Worth, Texas 76117 City/State/Zip M Michael A. Heimlich (Pie a Print) ,A Signature: .pia Title: President CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 (Please Print) Parks Improvements at 3 Park Sites: City Project # 100621, 101785, 000037 Addendum 04 2 Date: 4 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 0045 12 - 2 QUALIFICATION STATEMENT Page 2 of 2 06/25/2020 Parks Improvements at 3 Park Sites: City Project 9 100621, 101785, G00037 Addendum 04 Firm Name: Address: 0045 14 BIDDER'S STATEMENT OF QUALIFICATIONS Page 1 of 5 SECTION 00 4514 BIDDER'S STATEMENT OF QUALIFICATIONS Date Organized: ❑ PARTNERSHIP ❑ CORPORATION City: State: Telephone Number: Number of years in business under present name: Former name(s) of organization: Fax Number: zip: 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 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 17, 2012 Addendum 04 0045 14 BIDDER'S STATEMENT OF QUALIFICATIONS Page 2 of 5 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 PROJECT NAME AND LOCATION CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 17, 2012 Addendum 04 0045 14 BIDDER'S STATEMENT OF QUALIFICATIONS Page 3 of 5 NAME /TELEPHONE NUMBER OF OWNER NAME /TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT COMPLETION DATE SCOPE OF WORK DESCRIPTION 2. LIST CONSTRUCTION SUPERINTENDENT'S NAME AND CONSTRUCTION EXPERIENCE: 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 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 17, 2012 Addendum 04 0045 14 BIDDER'S STATEMENT OF QUALIFICATIONS Page 4 of 5 TRADE PREVIOUS PROJECT EXPERIENCE / CONTACT NAME /TELEPHONE NUMBER A. Ce SUBCONTRACTOR NAME TRADE PREVIOUS PROJECT EXPERIENCE / CONTACT NAME /TELEPHONE NUMBER /:1 Le SUBCONTRACTOR NAME TRADE PREVIOUS PROJECT EXPERIENCE / CONTACT NAME /TELEPHONE NUMBER Ll C SUBCONTRACTOR NAME TRADE PREVIOUS PROJECT EXPERIENCE / CONTACT NAME /TELEPHONE NUMBER A. B. C CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 17, 2012 Addendum 04 0045 14 BIDDER'S STATEMENT OF QUALIFICATIONS Page 5 of 5 Notes 1. The Prime Bidder selected for this project shall submit Letters Of Intent executed between the Prime Bidder and any and all subcontractors to be utilized on this project within five working days of being recognized as the overall qualified low Prime Bidder by the City. Subsequent substitution of sub -contractors must be approved by the City. 2. Prime Bidder shall include financial statement in this submittal. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 17, 2012 Addendum 04 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 2I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 100083. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Northstar Construction, LLC Company 2112 Solona Street Address Fort Worth, Texas 76117 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § M Michael A. Heimlich (Please Print) Signature: n� 0 • �`I�•t c.�+ Title: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Michael A. Heimlich , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 24th day of September ., 20 20 an NZ, SANDY Q, MARTI:NE ` . ,v- Notary Public, 5tata oas Notary Public i nd for the to Texas Comm. Expires 09-22$4410`Notary ID 69308 F SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Parks Impmvemcnis at 3 Park Siles: City Pmicet # I D0621, 101785, G00037 Addendum 04 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 00 45 40 - 1 Minority Business Enterprise Specifications Page 1 of 2 SECTION 00 45 40 TEMPORARY REVISION 4/6/2020 (COVID-19) Minority Business Enterprise Specifications APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 12% of the total bid value of the contract (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the assigned City of Fort Worth Project Manager or Department Designee, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall EMAIL the MBE documentation to the assigned City of Fort Worth Project Manager or Department Designee. A faxed copy will not be accepted. 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 9, 2015 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 004540-2 Minority Business Enterprise Specifications Page 2 of 2 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 7 Any Questions, Please Contact The BDE Office at (817) 392-2674. 8 END OF SECTION 10 11 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised June 9, 2015 Addendum 04 E P 3 c 5 6 8 C 10 11 12 13 Ec IS 16 17 E2 EC Pd 21 PP 23 24 25 pb pz p2 PC 30 31 32 33 34 35 36 37 00 45 41 - 1 SMALL BUSINESS ENTERPRISE GOAL Page 1 of 2 MLf axe ddcocE f I y wx i Ai l i I n aNh a ctbtpdpd .Lx n al SWr SMALL BUSINESS ENTERPRISE GOAL Aw«OaLAf ax e x Nwx OaLI If the total dollar value of the contract is $50,000 or more, then a SBE subcontracting goal is applicable. wxOaLl MAfIy I e f It is the policy of the City of Fort Worth to ensure the full and equitable participation by Small Business Enterprises (SBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MII wi x4ILf 5xAO The City's SBE goal on this project is % of the base bid (Base bid applies to Parks and Community Services). ePIVVa/ 6PIS y OI D9 MII )F6EP IRM8 8PDt) DIYY)ID6:(S()9 /PJ 4¢hJPs'AffiRY- B x //)JPJ r F)R)F6r (R6M Dy O I g 1WkDRP- NPJr B 9 DM! I g ffirkDRR NPJr 1P 6Y 9Y%k )9 JIjhF- )P)fn Lx y wOaAe LI f x 0 al NM LaNaLAf ax e M On City contracts $50,000 or more where a SBE subcontracting goal is applied Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: Em y YWJ RBW K YD6P, Y)KR9 NO I 8PDt 4 JPF8( MI I )F6EP 14UNG8 hDTR=E" uPJ pm y YWJ RBV)9 I(; YD6P, Y)R139 NO I 8PDt 4 JPF8( MI I 4PGRn Y IFJYhDIRMM- uPJ vm 5 PP9 ND(q I //PJR9PBFr Y- RW uPJ3 cm wJ(9 Y; Dq)J 9P1B'r V RWL m A*Oy affAOxNi I7gai I1 lxLgy lefAf axe The applicable documents must be received by the assigned City of Fort Worth Project Manager or Department Designee, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall I y Aa0 the SBE documentation to the assigned City of Fort Worth Project Manager or Department Designee. A /" 1PhV%4)(-! - PR6YD1MMm 1. NF6]BP- VDWJ g I II- NPJr , if goal is received no later than 2:00 p.m., on the second City business met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. 5 PP9 MXR I //PJRI). 9 NF6]BP- NRHPJ received no later than 2:00 p.m., on the second City business g Mrkr"- NPJr , if participation is less than days after the bid opening date, exclusive of the bid opening statedgoal: date. 3. 5 PP9 NDR I //PJRil 9 NF61BP- »J received no later than 2:00 p.m., on the second City business g MrkU"- NPJr , if no MBE participation: days after the bid opening date, exclusive of the bid opening date. 4. wXi YLP- IdDWJ ; WV NPJr , if firm received no later than 2:00 p.m., on the second City business will perform all subcontracting/supplier work: days after the bid opening date, exclusive of the bid opening date. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 9, 2015 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 2 v c 0 b z 2 C Ed 11 12 004541-2 SMALL BUSINESS ENTERPRISE GOAL Page 2 of 2 5. 4PGRn V WJYNPJr , if goal is met or received no later than 2:00 p.m., on the second City business exceeded: days after the bid opening date, exclusive of the bid opening date. NAaOgi I fx Lxy w01 ; afIlfIII LafI'MOgNkINMI anIi NKI IefIi wi aM xi IaeAeLI ; aOOi IN*Of ae fHI Oal 01ae5 LxeMlIill exeS IMvxeNinI fx NN LaNaLAf ax a Mn NAaOgi I fx NtOy of fIII i I7gai I1 y 01 1xLgy IefAfaxe ; aOOi INtOf ae fHI Dal 01ae5 LxeMlIi I1 e x e S I Mvx e NMI nA M Lx e I NAaOgi I ; aOO i INtOf ae fIII xNNIi xi 01ae5 1aMgAOaNaI1 Nxi AwIi axI xNxeI I IAi m f Hi I I NAaOg i I Mae A NanI I I Ai wI i ax 1; aOOi I At Of ae A 1 a1W g AOaNaLAf axe wI i ax 1 x N f Hi 11 1 IAi Nln Any questions, please contact the BDE Office at (817) 392-2674 13 Iel xNMLf axe CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 9, 2015 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 0a SECTION 00 52 43 AGREEMENT 00 52 43 - 1 Agreement Page 1 of 5 3 THIS AGREEMENT, authorized on August 25, 2020 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 , 6 authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Z. Boaz Park South, Bunche Park Phase II, Capps Park 17 # 100621 101785 G00037 18 Article 3. CONTRACT PRICE 19 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount, in current funds, Of ONE MILLION ONE HUNDRED FORTY THREE THOUSAND NINETY DOLLARS 21 THIRTY CENTS ($1,143,090.30). 22 Article 4. CONTRACT TIME 23 4.1 Final Acceptance. 24 The Work will be complete for Final Acceptance within 120 days after the date when the 25 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 26 plus any extension thereof allowed in accordance with Article 12 of the General 27 Conditions. 28 4.2 Liquidated Damages 29 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 30 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 31 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 32 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 33 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 34 instead of requiring any such proof, Contractor agrees that as liquidated damages for 35 delay (but not as a penalty), Contractor shall pay City Six Hundred and Fifty Dollars 36 ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final 37 Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised 11.15.17 Addendum 04 00 52 43 - 2 Agreement Page 2 of 5 38 Article 5. CONTRACT DOCUMENTS 39 5.1 CONTENTS: 40 A. The Contract Documents which comprise the entire agreement between City and 41 Contractor concerning the Work consist of the following: 42 1. This Agreement. 43 2. Attachments to this Agreement: 44 a. Bid Form 45 1) Proposal Form 46 2) Vendor Compliance to State Law Non -Resident Bidder 47 3) Prequalification Statement 48 4) State and Federal documents (project specific) 49 b. Current Prevailing Wage Rate Table 50 c. Insurance ACORD Form(s) 51 d. Payment Bond 52 e. Performance Bond 53 f. Maintenance Bond 54 g. Power of Attorney for the Bonds 55 h. Worker's Compensation Affidavit 56 i. MBE and/or SBE Utilization Form 57 3. General Conditions. 58 4. Supplementary Conditions. 59 5. Specifications specifically made a part of the Contract Documents by attachment 60 or, if not attached, as incorporated by reference and described in the Table of 61 Contents of the Project's Contract Documents. 62 6. Drawings. 63 7. Addenda. 64 8. Documentation submitted by Contractor prior to Notice of Award. 65 9. The following which may be delivered or issued after the Effective Date of the 66 Agreement and, if issued, become an incorporated part of the Contract Documents: 67 a. Notice to Proceed. 68 b. Field Orders. 69 c. Change Orders. 70 d. Letter of Final Acceptance. 71 72 Article 6. INDEMNIFICATION 73 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 74 expense, the city, its officers, servants and employees, from and against any and all 75 claims arising out of, or alleged to arise out of, the work and services to be performed 76 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 77 under this contract. This indemnification provision is specifically intended to operate 78 and be effective even if it is alleged or proven that all or some of the damages being 79 sought were caused, in whole or in part, by any act, omission or negligence of the city. 80 This indemnity provision is intended to include, without limitation, indemnity for 81 costs, expenses and legal fees incurred by the city in defending against such claims and 82 causes of actions. 83 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised 11.15.17 Addendum 04 00 52 43 - 3 Agreement Page 3 of 5 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 85 the city, its officers, servants and employees, from and against any and all loss, damage 86 or destruction of property of the city, arising out of, or alleged to arise out of, the work 87 and services to be performed by the contractor, its officers, agents, employees, 88 subcontractors, licensees or invitees under this contract. This indemnification 89 provision is specifically intended to operate and be effective even if it is alleged or 90 proven that all or some of the damages being sought were caused, in whole or in part, 91 by any act, omission or negligence of the city. 92 93 Article 7. MISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 96 have the meanings indicated in the General Conditions. 97 7.2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the 99 Contractor without the advanced express written consent of the City. 100 7.3 Successors and Assigns. 101 City and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the other party hereto, in respect to all covenants, agreements and 103 obligations contained in the Contract Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 107 remaining provisions shall continue to be valid and binding upon CITY and 108 CONTRACTOR. 109 7.5 Governing Law and Venue. 110 This Agreement, including all of the Contract Documents is performable in the State of ill Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 112 Northern District of Texas, Fort Worth Division. 113 7.6 Authority to Sign. 114 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 115 than the duly authorized signatory of the Contractor. 116 117 7.7 Prohibition On Contracts With Companies Boycotting Israel. 118 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 119 Code, the City is prohibited from entering into a contract with a company for goods or 120 services unless the contract contains a written verification from the company that it: (1) 121 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised 11.15.17 Addendum 04 00 52 43 - 4 Agreement Page 4 of 5 122 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 123 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 124 certifies that Contractor's signature provides written verification to the City that 125 Contractor: (1) does not boycott Israel, and (2) will not boycott Israel during the term of 126 the contract. 127 128 7.8 Immigration Nationality Act. 129 Contractor shall verify the identity and employment eligibility of its employees who 130 perform work under this Agreement, including completing the Employment Eligibility 131 Verification Form (1-9). Upon request by City, Contractor shall provide City with copies of 132 all I-9 forms and supporting eligibility documentation for each employee who performs 133 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 134 establish appropriate procedures and controls so that no services will be performed by any 135 Contractor employee who is not legally eligible to perform such services. 136 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 137 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 138 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 139 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 140 Contractor, shall have the right to immediately terminate this Agreement for violations of 141 this provision by Contractor. 142 143 7.9 No Third -Party Beneficiaries. 144 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 145 and there are no third -party beneficiaries. 146 147 7.10 No Cause of Action Against Engineer. 148 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 149 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 150 subcontractors, for any claim arising out of, in connection with, or resulting from the 151 engineering services performed. Only the City will be the beneficiary of any undertaking by 152 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 153 whether as on -site representatives or otherwise, do not make the Engineer or its personnel 154 in any way responsible for those duties that belong to the City and/or the City's construction 155 contractors or other entities, and do not relieve the construction contractors or any other 156 entity of their obligations, duties, and responsibilities, including, but not limited to, all 157 construction methods, means, techniques, sequences, and procedures necessary for 158 coordinating and completing all portions of the construction work in accordance with the 159 Contract Documents and any health or safety precautions required by such construction 160 work. The Engineer and its personnel have no authority to exercise any control over any 161 construction contractor or other entity or their employees in connection with their work or 162 any health or safety precautions. 163 164 SIGNATURE PAGE TO FOLLOW CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised 11.15.17 Addendum 04 166 167 IN WITNESS WHEREOF, City 168 effective as of the date subscribed 169 Date"). 170 Contractor: 171 172 173 174 175 176 177 178 00 52 43 - 5 Agreement Page 5 of 5 and Contractor have each executed this Agreement to be by the City's designated Assistant City Manager ("Effective By: m,u,u C..' . (Signature) Michael A. Heimlich (Printed Nalne) Title: President Address: 2112 Solana Street Fort Worth, Texas 76117 City/State/Zip: September 24, 2020 Date City of Fart Worth 1 /cD. - vc-f By: Valerie Oashington (Sep 29, 202017:57 CDT) Valarie Washington Assistant City Manager Date Sep 29, 2020 p4�4p� D�,�OI-IgGG( iy GOl'ILGIGGI F F°R000 ro ��a�o Attest: for Ronald P. Gonzales (Sep 30, 202011:14 CDT) p ° oil d a ° °mod City Secretary Pvoo o o=d P�� * o o °°° °° *� °°° °°°° (Seal) da�� nExASapd M&C 20-0604 Date: _08/2512020 Form 1295 No. 2020-648030 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. �4 I a Rice Project Manager Aaved as to Form and Legality: DBlack (Sep 29, 202017:46 CDT) Douglas W. Black Assistant City Attorney APPROVAL RECOMMENDED: RiGhat'd ZaVala Richard Zavala (Sep 28, 202008:55 CDT) Richard Zavala DIRECTOR, OFFICIAL RECORD Park & Recreation Department CITY SECRETARY FT. WORTH, TX CITY OF FORT WORTII Parks Iinpronmenls at 3 PNk Sites, STANDARD CONSTRUCTION SPECIrICATION DOCLIMEN rS City Prajcct # 10062I. 101785, G00037 Revised 11,15,17 Addendum 04 0061 13- 1 PERFORMANCE BOND Pare I ur2 Bond No. SUR0062171 1 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL I3Y THESE PRESENTS: G COUNTY OF TARRANT § 7 That we, Northstar Construction, LLC , known as 8 "Principal" herein and Argonaut Insurance Company a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth. a 1 1 [municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 12 SLI111 ❑f, ON ElMILLION ONii I IUNDR.ED FORTY TI RREE TI10USAND NINGTY V0H,AR;S AND ITIIRTY CENTS 13 (S 1,143-090,30 }, lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of which sum well and truly to be illade, we bind 15 ourselves, our lie irs, executors, adlliinistrators, successors and assigns, jointly and severally, IG firmly by these presents. I7 WHEREAS, the principal has entered into a certain written contract with the City 18 awarded the __Z5_ day of Augum , 2020, which Contract is Hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as Bunche Park Please 11, 100083 22 NOW, THEREFORE, the condition ot'this obligation is such that if tile said Principal 23 shall faithfully perform it obi igations under the Contract and shall in all respects duly and 24 faithfully perform the Work, including Change Orders. under tile Contract, according to the plans, 25 specifications, and contract docLIn ents therein referred to, and as well during any period of 26 extension of the Contract that may be granted on the part of the City, then this obligation shall be 27 and become FILl[] and void, otherwise to remain in full Force and effect. 28 PROVIDED FURTHER, that ifany legal action be filed on this Bond, venue shall Iic in 29 Tarrant County, Texas or the United States District Court Cor the Northern District of Texas, Fort 30 Worth Division. CITY of FORT WWI, ['arcs improvemenks m 3 i'mk Si[cs: STANDA RD CONSTRUCrION S13ECIFICATION DOCUMENT'S City Project IR 100621. 101735. G00037 Revised July 1.2DI I Addendum 04 W61 13-2 PERFORMANCE BOND Page 2 oF2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and a[I liabilities on this bond shall be deternti[led in 3 accordance with the provisions of said statue. 4 IN WITNESS WHE,RE0F, the Principal and the Stn•ety have SIGNED and SEAI,ED 5 this instrument by duly authorized agents and officers on this the 23rd day of 6 September 12020 7 8 9 10 12 13 ATTEST-. 14 15 16 (Principal) Secretary 17 i8 19 20 21 22 Witness as to •incil I 23 24 25 26 27 28 29 30 31 32 33 34 35 36 A]I 37 Witness as to Sure 38 39 40 PRINCIPAL: Northstar Construction, LLC BY: . Signature Michael A. Heimlich, President Name and Title Address: 2112 Solona Street, Fart Worth, TX 76117 SURETY: Argonaut Insurance Company I3Y: j ignaturc -�� 1' � ' •3 P III�� Sandra Lee Roney. Attomey-in-Fact Name and Title 441 Address: P.Q. Box 469011, San Antonio; T7C,T8246' Tclopltone Number: 800-470-7958 41 *Nate: If signed by an officer of the Surety Company, there inust be on (lie a certified extract 42 from the by-laws showing that this person has authority to sigh such obligation. If 43 Surcty's physical address is different front its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 C11'Y OF FORT WOK1 1 Parks Improvcnients at 3 Park 5kcs: STANDARD CONS RUCTION SIPECIVICATTUN DOC U MEMS City Project 6 100621, 101785, G00037 Revised July I, 2011 Addendinn 04 0061 14 -1 PAYMENTBOND Page I ai'2 Bond No. SUR0062171 1 SECTION 00 Gf 14 2 PAYMENTBOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: G COUNTY OF TARRANT § 7 That we, idarthstar Construction LLC known as 8 "Principal" herein, and Argonaut Insurance Company . a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a I 1 municipal corporation created pursuant to the laws of the State of Texas. known as "City" hereirh, 12 is the penal Sllnl of ONE- MILLION ONE I iuNDRED FORTY THREE: NI NI=T'Y DOLLARS AND'rl I1R1'Y CENTS 13 ($ 1 1 43090.34), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, lot, the payment of which suns well and truly be made, we bind ourselves, 15 our heirs, MCtltors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 25 day of _ August _. 2020 which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, 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 Bunche Park Phase 1I, 100083 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all Ironies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the 'Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void: otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. CITY OF FORT WORTiI Parks hnprowinenls in 3 hark Sues: M ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Ptoiect d 100621, I41785.600137 Revised July 1. 2011 Addendum 04 1 2 3 4 5 6 7 8 9 10 12 0061 14 - 2 PAYMENT BOND Pave 2 or 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNI'D and SEALED this instrument by duly authorized agents and officers on this the 23rd day of September 12020 ATTEST: (Principal) Secretary Witness as■ :.Princ t ATTEST: _ 0,�It j Q, i (Surety) Secretary 1:�a Witness as to Surety PKINCIPAL: Northstar Construction. LLC BY: j,._UA Signature Michael A. Heimlich, President Name and Title Address: 2112 Salona Street, Fort Worth, TX 75117 SURETY: Argonaut Insurance Company BY: L1� Signature I I } , Sandra Lee Roney, Attomey---in-Fact Natne and Title — r )+,rrr: Address: P.O. t3ox 4139a11, San Antonio, TX 78246 Telephone Number: 800-470-7958 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF 1701U WOK11t STANDARDCON STRUCTIUN Sl'I?CIFICATION DOCUMENTS Revised July I, 2011 Parks [mprovememsat 3 Park Sites: City Project II 100621. 101785. G00037 Addendum Od I 00 61 19 - I MAINTENANCE BOND Page I or3 Band No. SUR0062172 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: G COUNTY OF TARRANT § 7 That We Northstar Construction, LLC , known as 8 "Principal" herein and Argonaut insurance Company _ , a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 ' SurCty" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a I I municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in the sum OfONE MILLION ONE I1UNDRED FOATY TilREE THOUSAND NINETY DOLLARS AND TI 1ICrY CENTS 13 ($ 1,143,090.30 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly he made unto the City and its 15 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 16 and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the 25 day of At1_Qust _ , 2020 , which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnisli all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as Bunche Park Phase 11, 100081 24 25 WHEREAS, Principal binds itself to use such materials and to so construct tite 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 two (2) years 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 CITY OF FORT WORTH STANDARD CONSfRUCrION SPECIFICKnON 00CM1ENTS Itcvised 3u1y I, 2011 Parks Improyememsa13 Park Sites- City 11rojeet 11 1g9G21. 101785. G00037 Addendum 04 0061 19-2 MAINTENANCE BOND Page 2 of 3 I NOW THEREFORE, the condition of this obligation is such that if Principal sliall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation3 shall become null and void; otherwise to remain in 4 full force and effect. 5 G PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct ally timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired andlor reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and to I 1 PROVIDED FURTHER, that if any legal action be filed oil this Bond, venue Shall lie ill 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 tG successive recoveries may be had hereon For successive breaches. 17 F CITY Or FORT WORTEI Parks Improvements at 3 Park Sites: STANDAitD CONSTKUC'I'ION SPCC] FICATION DOCUMENTS City Project N 100621, 101785, G00037 Revised July i, 2011 Addendum 04 DO61 19-3 MAINTENANCE BOND Page 3 or3 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 23rd day of 3 September , 20 20 4 5 G 7 8 9 10 11 ATT'EST: 12 13 14 (Principal) Secretary 15 16 17 18 19 24 Witness as to rinci 1 21 22 23 24 25 26 27 28 29 ATT $T: 31 32 (Surety) Secretary 33 34 r 35 Witness as to Surety 36 PRTNCI PA L: Northstar Construction, LLC BY: . Signature Michael A. Heimlich, President Name and Title Address: 2112 Solona Street, Fort Worth, TX 76117 SURETY: Argonaut Insurance Company Signature Sandra Lee Ro nM Attorne -in-Fact Name and Title Address: P-C• Box 469011, San Antonio, rX 7 Telephone Number: 800-470-7958 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY Or PORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUC710N SPECIFICATION DOCUMENTS City Project 9 I00621, 101785, GO0037 Revised July 1, 2011 Addendum 04 Argonaut Insurance Company Deliveries only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 75246 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Argonaut insurance Company, a Corporation duly organized and existing under the laws of the State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint - Andrea Rose Crawford TroX Russell Ke Debra Lee Moon John William Newby, Sandra Lee Roney.Linda Mi helle Stalder. Joshua jr). TrittSherie Michelle Greenouah_ Suzanne Elizabeth Niedzwiedz Their true and lawful agents) and attorneys) -in -fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on its behalf as surely, and as its act and deed any and all bonds, contracts, agreements of indemnity and other undertakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of 585.000.000.00 This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of Argonaut Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Seerelary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the Company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Argonaut Insurance Company has caused its official seal to be hereunto affixed and these presents to be signed by its duly authorized officer on the 8th day of May, 2017. ....... dp SEAL€a by: ',.• 1940 STATE OF TEXAS COUNTY OF HARRIS SS - Argonaut insurance Company Joshua C. Betz, Senior Vice President On this 8th day of May, 2017 A.D_, before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICER OF THE COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the executions of same, and being by me duly sworn, deposed and said that he is the officer of the said Company aforesaid, and that the seal -affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Hoard of Directois of said Company, referred to in the preceding instrument is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written_ _Al (Notary Public) 1, the undersigned Officer of the Argonaut Insurance Company, Elinois Corporation, do hereby certify that the original POWFR OF ATTORNEY of which the foregoing is a full, due and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal of said Company• on the 23rd day of September 2020 _ I • _ °:SEAL:: ' � � � �'•��iINOfi.:' is James Bluzard , Vice President -Surety IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (210) 321 - 8400. IMPORTANT NOTICE To obtain information or make a complaint: You may call Argonaut Insurance Company and its affiliates by telephone for information or to make a complaint: ARGONAUT INSURANCE COMPANY Please send all notices of claim on this bond to: Argo Surety Claims (413) 773-6359 Deliveries Only: 225 W. Washington, 241" Floor, Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 78246 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: (512) 490-1007 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact your agent or Argo Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document and is given to comply with Texas legal and regulatory requirements. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Article 1 — Definitions and Terminology....................................................................... 1.01 Defined Terms............................................................................................ 1.02 Terminology............................................................................................... Article 2 — Preliminary Matters................................................................ 2.01 Copies of Documents........................................................... 2.02 Commencement of Contract Time; Notice to Proceed ....... 2.03 Starting the Work................................................................. 2.04 Before Starting Construction ............................................... 2.05 Preconstruction Conference ................................................. 2.06 Public Meeting..................................................................... 2.07 Initial Acceptance of Schedules ........................................... Page 6 ..................... 7 ..................... 7 .................... 7 ..................... 8 ..................... 8 ..................... 8 ..................... 8 ..................... 8 Article 3 — Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent.............................................................................................................................................. 8 3.02 Reference Standards...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5 — Bonds and Insurance......................................................... 5.01 Licensed Sureties and Insurers ........................................ 5.02 Performance, Payment, and Maintenance Bonds............ 5.03 Certificates of Insurance .................................................. 5.04 Contractor's Insurance .................................................... 5.05 Acceptance of Bonds and Insurance; Option to Replace Article 6 — Contractor's Responsibilities .............................. 6.01 Supervision and Superintendence ..................... ........19 ........19 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 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 Article7 Other Work at the Site...................................................................................................................35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination................................................................................................................................36 Article 8 - City's Responsibilities................................................................................................................... 36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals.............................................................................................. 36 8.07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition.................................................................... 37 8.09 Compliance with Safety Program............................................................................................... 37 Article 9 - City's Observation Status During Construction........................................................................... 37 9.01 City's Project Manager............................................................................................................ 37 9.02 Visits to Site................................................................................................................................ 37 9.03 Authorized Variations in Work.................................................................................................. 38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: Febmary2,2016 Addendum 04 Article 10 Changes in the Work; Claims; Extra Work................................................................................ 38 10.01 Authorized Changes in the Work............................................................................................... 38 10.02 Unauthorized Changes in the Work........................................................................................... 39 10.03 Execution of Change Orders....................................................................................................... 39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety.................................................................................................................. 39 10.06 Contract Claims Process............................................................................................................. 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work......................................................................................................................... 41 11.02 Allowances.................................................................................................................................. 43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................ 48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion.................................................................................... 52 14.01 Schedule of Values...................................................................................................................... 52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................ 55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance......................................................................................................................... 55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................ 56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination ............................ 15.01 City May Suspend Work ................................................. 15.02 City May Terminate for Cause ....................................... 15.03 City May Terminate For Convenience ........................... Article 16 - Dispute Resolution ................................... 16.01 Methods and Procedures .......................... CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February2, 2016 ........................................ 57 ........................................ 57 ........................................ 58 ........................................ 60 .................................................... 61 .................................................... 61 Parks Improvements at 3 Park Sites: City Project# 100621, 101785, G00037 Addendum 04 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: Febmary2,2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 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 definition. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third parry, 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 -1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Manager —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 6 of 63 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. 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 1.023 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 -1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving parry. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 -1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 -1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either parry 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto', defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal " Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 -1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 -1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the I Ith 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 parry 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 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. htt2://www.window.state.tx.us/taxinfo/taxfortns/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 -1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 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 Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 -1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a parry 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is < insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing department here >. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 -1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. M nor 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0 LA. I or specifically covered by Paragraph 11.0 LAA, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 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 i£ 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either parry 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.0l.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 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.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 11.0l.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 -1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 -1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 -1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection 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 10.06.13 shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other parry. 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 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 72 00 - 1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revision: February 2, 2016 Addendum 04 00 73 00 - 1 SUPPLEMENTARY CONDITIONS 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions Page 1 of 6 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of: None Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER None TARGET DATE OF POSSESSION The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4.01A.2, "Availability of Lands" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 00 73 00 - 2 SUPPLEMENTARY CONDITIONS 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Page 2 of 6 Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of: None EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Geotechnical Engineering Study Report No. 2182-17-19, dated October 3, 2017, prepared by CMJ Engineering, Inc. a sub -consultant of Pacheco Koch Consulting Engineers, Inc., a consultant of the City, providing additional information on engineering analysis and recommendations. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None. SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None. SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: Pacheco Koch Consulting Engineers, Inc. (3) Other: None. SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100, 000 Disease - each employee $500, 000 Disease -policy limit SC-5.04B., "Contractor's Insurance" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 007300-3 SUPPLEMENTARY CONDITIONS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Page 3 of 6 5.04B. Commercial General Liability, under Paragraph GC-5.0413. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of $1,000,000 each occurrence $2, 000, 000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250, 000 Bodily Injury per person / $500, 000 Bodily Injury per accident / $100, 000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks None. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract $ Confirm Limits with Railroad $ Confirm Limits with Railroad X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 00 73 00 - 4 SUPPLEMENTARY CONDITIONS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Page 4 of 6 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at - grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevailing Wage Rates (Commercial Construction Projects) REFERENCE APPENDIX GGS. 07 DAVIS-BACON WAGE RATES SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: NONE SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: NONE SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION City of Fort Worth Water Meter @ Bunche Park & Z. Boaz South Parks October 2020 Electric Meter @ Bunche, Z. Boaz South, and Capps Parks October 2020 3 Building (Pavilions) @ Bunche & Z. Boaz South Parks October 2020 4 SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" 5 During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest 6 7 (hereinafter referred to as the "Contractor") agrees as follows: 8 9 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to 10 nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, 11 "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, 12 (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part 13 of this contract. 14 15 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall 16 not discriminate on the grounds of race, color, or national origin, in the selection and retention of 17 subcontractors, including procurements of materials and leases of equipment. The Contractor shall not 18 participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the 19 Regulations, including employment practices when the contract covers a program set forth in 20 Appendix B of the Regulations. 21 22 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all 23 solicitations either by competitive bidding or negotiation made by the contractor for work to be 24 performed under a subcontract, including procurements of materials or leases of equipment, each 25 potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations 26 under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or 27 national origin. 28 29 4. Information and Reports: The Contractor shall provide all information and reports required by the 30 Regulations or directives issued pursuant thereto, and shall permit access to its books, records, 31 accounts, other sources of information and its facilities as may be determined by City or the Texas 32 Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders 33 and instructions. Where any information required of a contractor is in the exclusive possession of 34 another who fails or refuses to furnish this information the contractor shall so certify to the City, or the 35 Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to 36 obtain the information. 37 38 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the 39 nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the 40 Texas Department of Transportation may determine to be appropriate, including, but not limited to: 41 42 a. withholding of payments to the Contractor under the Contract until the Contractor 43 complies, and/or 44 b. cancellation, termination or suspension of the Contract, in whole or in part. 45 46 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through 47 (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt 48 by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with 49 respect to any subcontract or procurement as City or the Texas Department of Transportation may 50 direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised January 22, 2016 Addendum 04 007300-6 SUPPLEMENTARY CONDITIONS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Page 6 of 6 however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority None SC-8.01, "Communications to Contractor" Contractor to invite Neighborhood Services Department to Pre -Construction Meeting. Neighborhood Services must be in attendance. Contact Leah Brown, Neighborhood Development Consultant, 908 Monroe Street, 3rd Floor, Fort Worth Texas 76102, Phone — 817-392-6125, Email — leah.brown@fortworthtexas.gov SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Tonda Rice, or his/her successor pursuant to written notification from the Director of Parks & Recreation Department SC-13.03C., "Tests and Inspections" None. SC-16.01C.1, "Methods and Procedures" None. END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 Division O1 General Requirements 011100-1 SUMMARY OF WORK SECTION 01 11 00 PART 1 - GENERAL 1 M.Y11uluM7./ A. Section Includes: Pagel of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 01 11 00 - 2 SUMMARY OF WORK Pagel of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public orprivate lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 011100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 4101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 012500-1 SUBSTITUTION PROCEDURES 0 019i I 1130117iAYII1] SUBSTITUTION PROCEDURES PART 1 - GENERAL 1 M.Y11uluM7./ A. Section Includes: Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control ofContractor; or, CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 012500-2 SUBSTITUTION PROCEDURES Page 1 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION Proposed Substitution: Reason for Substitution: PARAGRAPH SPECIFIED ITEM Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended -Received late By Date Remarks Rejected Date CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 f3019i111301111Wf17 PRECONSTRUCTION MEETING - AGT 1 L ENEGAU II C iaR%VMM.Te111 A. Section Includes: 013119-1 PRECONSTRUCTION MEETING Pagel of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 11% - GICE ANF - AD2 ENT - GOCEFYGES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. IN GE[ EGENCES ]NOT YSEF 4 11V AF 2 INISTGATIQE GE5 YIGE2 ENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 17, 2012 Addendum 04 0131 19 - 2 PRECONSTRUCTION MEETING Pagel of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals In. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings f£ Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 17, 2012 Addendum 04 0131 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 11M SY6 2 ITTAUS ]NOT YSEF4 IM ACTION SY6 2 ITTAUS'IN[ OG2 ATIONAU SY6 2 ITTAUS ]NOT YSEF4 1M CUOSEOYT SY62 ITTAUS ]NOT YSEF4 1M 2 AINTENANCE 2 ATEGIAU SY62 ITTAUS ]NOT YSEF4 1M 5 YAUITD ASSYGANCE ]NOT YSEF4 IM F EUIQEGD, STOGA. E, ANF HANF UIN. ]NOT YSEF 4 11W [ IEUF ]SITE4CONFITIONS ]NOT YSEF4 11W WAGGANTD ]NOT YSEF4 - AGT 3 L- GOFYCTS ]NOT YSEF4 - AGT PLEXECYTION ]NOT YSEF4 ENF O[ SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 17, 2012 Addendum 04 �9x9iY[1301111w■ C PROJECT MEETINGS - AGT 1 L ENEGAU 1M SY2 2 AGD A. Section Includes: 013120-1 PROJECT MEETINGS Pagel of 3 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1M - GICE AN3 - AD2 ENT - GOCE3 YGES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. IM GEFEGENCES [NOT YSE3 ] IM A3 2 INISTGATIVE GEQYIGE2 ENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held whenrequested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 4101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 31 20 - 2 PROJECT MEETINGS Pagel of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 4101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 013120-3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. IN SYB2 ITTAUS [NOT YSE3] 1M ACTION SYB2 ITTAUS/INFOG2 ATIONAU SYB2 ITTAUS [NOT YSE3 ] IIV CUOSEOYT SYB2 ITTAUS [NOT YSE3 ] IN 2 AINTENANCE 2 ATEGIAU SYB2 ITTAUS [NOT YSE3] 1M QYAUITD ASSYGANCE [NOT YSE3] 110 3 EUIVEGD, STOGA. E, AN3 HAN3 UIN. [NOT YSE3] 1NU FIEU3 [SITE] CON3 ITIONS [NOT YSE3] 1MR WAGGANTD [NOT YSE3 ] - AGT RL- G03 YCTS [NOT YSE3] - AGT P LEXECYTION [NOT YSE3] EN3 OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 013216-1 CONSTRUCTION PROGRESS SCHEDULE Pagel of 5 �3 019i I 1130111 )P49V CONSTRUCTION PROGRESS SCHEDULE PART 1 - GENERAL 1 M.Y11uluM7./ A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. M asurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Definitions 1. Schedule Tiers a. Tier 1 - No schedule submittal required by contract. Small, brief duration projects b. Tier 2 - No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3 - Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects d. Tier 4 - Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5 - Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 0132 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Pagel of 5 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 1. City of Fort Worth Schedule Guidance Document 1.4 ADMINISTRATIVE REQUIREMENTS A. Baseline Schedule 1. General a. Prepare a cost -loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost -loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Progress Schedule 1. Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance 1. Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City, make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog ofwork 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule 2. If no written statement of the steps intended to take is submitted when so requested by the City, the City may direct the Contractor to increase the level of effort in manpower (trades), equipment and work schedule (overtime, weekend and holiday work, etc.) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 0132 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified inthis Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. 1. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submittedwithin the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 2. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of eitherthe Contractor or the City. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of theproject. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 0132 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedules 1. Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors, the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. 1.5 SUBMITTALS A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file format includes: 1) Primavera (P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and bring in hard copy to the meeting for review and discussion. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the month. D. Submittal Process 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meetingthe standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAM UMMARY OF CHANGE CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 013233-1 PRECONSTRUCTION VIDEO Pagel of 2 SECTION 01 PRPP PRECONSTRUCTION VIDEO - AGT 1 L. ENEGAU 1M SY2 2 AGD A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1M - GICE AN3 - AD2 ENT - GOCE3 YGES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. IM GEFEGENCES [NOT YSE3 ] 1M A3 2 INISTGATIVE GEQYIGE2 ENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. Uff SYB2 ITTAUS [NOT YSE3 ] 1M ACTION SYB2 ITTAUS/INFOG2 ATIONAU SYB2 ITTAUS [NOT YSE3 ] 1IV CUOSEOYT SYB2 ITTAUS [NOT YSE3 ] 1M 2 AINTENANCE 2 ATEGIAU SYB2 ITTAUS [NOT YSE3 ] 1N9I QYAUITD ASSYGANCE [NOT YSE3 ] IM 3 EUIVEGD, STOGA. E, AN3 HAN3 UIN. [NOT YSE3 ] IM FIEU3 [SITE] CON3 ITIONS [NOT YSE3 ] 11IR WAGGANTD [NOT YSE3 ] - AGT RL- G03 YCTS [NOT YSE3 ] CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 32 33 - 2 PRECONSTRUCTION VIDEO - AGT P LEXECYTION [NOT YSE3 ] EN3 OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Pagel of 2 Parks Improvements at 3 Park Sites: #101785 City Project # 100621, 101785, G00037 Addendum 04 �ixej11170D11�101C SUBMITTALS RA- T 1 CL ENE- A. It[M&MV Pt%Q►? A. Section Includes: 013300-1 SUBMITTALS Page 1 of 8 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1U) R ICE AN3 RA2 Y ENT R OCE3 N t ES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1W - EFE- ENCES [NOT N EE3 ] 1114 A3 Y INIST- ATIVE - EQM- EY ENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 013300-2 SUBMITTALS Page 1 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 %2 inches x 1 Iinches. 2. Bind shop drawings and product data sheets together. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 013300-3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 013300-4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 013300-6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1115 SNBY ITTA. S [NOT NBE3 ] 1116 ACTION SNBY ITTA. S/INFO- Y ATIONA. SNBY ITTA. S [NOT NBE3 ] lII C. OSEONU SNBY ITTA. S [NOT NBE3 ] 118 Y AINTENANCE Y ATE- IA. SNBY ITTA. S [NOT NBE3 ] IV QNIA. IT2 ASSn ANCE [NOT NBE3 ] 1110 3 E. IVE- 2, STO- ALE, AN3 HAN3 . INL [NOT NBE3 ] 1111 FIE. 3 [SITE] CON3 ITIONS [NOT NBE3 ] IUD WA- - ANT2 [NOT NBE3 ] CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 013300-8 SUBMITTALS Page 8 of 8 RA- T DCR 03 NETS [NOT AISE3 ] RA- T P CEXECNKION [NOT NBE3 ] EN3 OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 0135 13- 1 SPECIAL PROJECT PROCEDURES Pagel of 8 1 SECTION 01 PR1P 2 SPECIAL PROJECT PROCEDURES 3 - AGT 1 L . ENEGAU 4 1M SY2 2 AGD 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 1. Coordination with North Central Texas Council of Governments Clean 19 Construction Specification 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1 — General Requirements 25 3. Section 33 12 25 — Connection to Existing Water Mains 26 IM - GICE ANF - AD2 ENT - GOCEFYGES 27 A. Measurement and Payment 28 1. Coordination within Railroad permit areas 29 a. Measurement 30 1) Measurement for this Item will be by lump sum. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 will be paid for at the lump sum price bid for Railroad Coordination. 34 c. The price bid shall include: 35 1) Mobilization 36 2) Inspection 37 3) Safety training 38 4) Additional Insurance 39 5) Insurance Certificates CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 11ff GE[ EGENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 25 High Voltage Overhead Lines. 26 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 27 Specification 28 11" AF2 INISTGATI4 E GEVYIGE2 ENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas 31 Department of Transportation (TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines (more than 600 volts measured between 40 conductors or between a conductor and the ground) shall be in accordance with 41 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. 44 3. Equipment operating within 10 feet of high voltage lines will require the following 45 safety features CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1. General a. Observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. 2. Watch Days a. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. 2) However, the Contractor may begin work prior to 10:00 a.m. if - a) Use of motorized equipment is less than 1 hour, or b) If equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. E. TCEQ Air Permit 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. F. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 I a. Public Notification 2 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 3 prior to commencing. 4 2) Minimum 24 hour public notification in accordance with Section 01 31 13 5 G. Water Department Coordination 6 1. During the construction of this project, it will be necessary to deactivate, for a 7 period of time, existing lines. The Contractor shall be required to coordinate with 8 the Water Department to determine the best times for deactivating and activating 9 those lines. 10 2. Coordinate any event that will require connecting to or the operation of an existing 11 City water line system with the City's representative. 12 a. Coordination shall be in accordance with Section 33 12 25. 13 b. If needed, obtain a hydrant water meter from the Water Department for use 14 during the life of named project. 15 c. In the event that a water valve on an existing live system be turned off and on 16 to accommodate the construction of the project is required, coordinate this 17 activity through the appropriate City representative. 18 1) Do not operate water line valves of existing water system. 19 a) Failure to comply will render the Contractor in violation of Texas Penal 20 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 21 will be prosecuted to the full extent of the law. 22 b) In addition, the Contractor will assume all liabilities and 23 responsibilities as a result of these actions. 24 H. Public Notification Prior to Beginning Construction 25 1. Prior to beginning construction on any block in the project, on a block by block 26 basis, prepare and deliver a notice or flyer of the pending construction to the front 27 door of each residence or business that will be impacted by construction. The notice 28 shall be prepared as follows: 29 a. Post notice or flyer 7 days prior to beginning any construction activity on each 30 block in the project area. 31 1) Prepare flyer on the Contractor's letterhead and include the following 32 information: 33 a) Name of Project 34 b) City Project No (CPN) 35 c) Scope of Project (i.e. type of construction activity) 36 d) Actual construction duration within the block 37 e) Name of the contractor's foreman and phone number 38 f) Name of the City's inspector and phone number 39 g) City's after-hours phone number 40 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 41 A. 42 3) Submit schedule showing the construction start and finish time for each 43 block of the project to the inspector. 44 4) Deliver flyer to the City Inspector for review prior to distribution. 45 b. No construction will be allowed to begin on any block until the flyer is 46 delivered to all residents of the block. 47 I. Public Notification of Temporary Water Service Interruption during Construction CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. J. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. K. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. L. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 I b. If wet saw cutting is performed, capture and properly dispose of slurry. 2 M. Employee Parking 3 1. Provide parking for employees at locations approved by the City. 4 N. Coordination with North Central Texas Council of Governments (NCTCOG) Clean 5 Construction Specification 6 1. Comply with equipment, operational, reporting and enforcement requirements set 7 forth in NCTCOG's Clean Construction Specification. 8 11H SYQ2 ITTAUS !NOT YSEFB 9 IN ACTION SYQ2 ITTAUS/IN[ OG2 ATIONAU SYQ2 ITTAUS !NOT YSEFB 10 11VI CUOSEOYT SYQ2 ITTAUS !TOT YSEFB 11 1N 2 AINTENANCE 2 ATEGIAU SYQ2 ITTAUS !NOT YSEFB 12 11W VYAUITD ASSYGANCE !TOT YSEFB 13 110 F EUI4 EGD, STOGA. E, ANF HANF UIN. TOT YSEF B 14 11%1 [ IEUF �SITEBCONFITIONS !NOT YSEFB 15 11V WAGGANTD !TOT YSEFB 16 - AGT 3 L - GOF YCTS !TOT YSEFB 17 - AGT P L EXECYTION !TOT YSEF B 18 19 ENF O[ SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIQIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> X7 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 1 0a 3 4 Data: EXHIQIT Q FORT WORTH DOE NO. xxxx Arajcm lame: 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD. YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE. CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 014523-1 TESTING AND INSPECTION SERVICES Pagel of 2 0 OEM 111301111 � We] TESTING AND INSPECTION SERVICES LA. T 1 UNENE. AY 1p m*] 11IFEw a A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 13, L. ICE AN[ LAF3 ENT L. OCE[ D. ES A. M asurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 11; . E] E. ENCES 440T DSE[ V 18 A[ 3 INIST. ATIQE . E5 DI. E3 ENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 45 23 - 2 TESTING AND INSPECTION SERVICES Pagel of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. M terial delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 12R SDB3 ITTAYS 410T DSE[ V 135 ACTION SDB3 ITTAYS/INJ O. 3 ATIONAY SDB3 ITTAYS 4NOT DSE[ V 127 CYOSEODT SDB3 ITTAYS VOT DSE[ V 11 3 AINTENANCE 3 ATE. IAY SDB3 ITTAYS 4NOT DSE[ V 19 5 DAYITF ASSD. ANCE VOT DSE[ V 1210 [ EYIQE. F, STO. A1VlE, AN[ HAN[ YINM4NOT DSE[ V 1211 ] IEY[ 4SITEVCON[ ITIONS VOT DSE[ V 121- WA.. ANTF 4NOT DSE[ V LA. T - UL. O[ DCTS 4V0T DSE[ V LA. T GUEXECDTION NOT DSE[ V EN[ O] SECTION Revision Log DATE NAM UMMARY OF CHANGE CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments ofhealth. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration ofthe project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 f.9DIN 11130117■�a?J STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL GALT 1. UENELAM fM`�.Y►�l 7 7� Ifc? A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1It GLICE ANF GA3 D ENT CLOCEF2 LES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1T LE] ELENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 114 AFD INISTLATIVE LEQ2 ILED ENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1V S2 5 D ITTANB SNOT 2 SEF 6 1Y ACTION S2 5 D ITTANB/IN] OLD ATIONAMS2 5 D ITTANB SNOT 2 SEF6 IT CNDSE02 T S2 5 D ITTANB SNOT 2 SEF 6 1W D AINTENANCE D ATELIAMS2 5 D ITTANB SNOT 2 SEF 6 1'V Q2 AMT3 ASS2 LANCE SNOT 2 SEF6 IY0 FEMVEL3 , STOLAUE, ANF HANFMNU SNOT 2 SEF6 IY1 ] IENF INITE6CONFITIONS SNOT 2 SEF6 1YR WALLANT3 SNOT 2 SEF6 CALT R. CLOF2 CTS SNOT 2 SEF6 CALT [ . EXEC2 TION SNOT 2 SEF6 ENF 01 SECTION CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Pagel of 3 Parks Improvements at 3 Park Sites: #101785 City Project # 100621, 101785, G00037 Addendum 04 015713-1 STORM WATER POLLUTION PREVENTION Pagel of 3 SECTION 01 PR1- STORM WATER POLLUTION PREVENTION GALT 1. UENELAM fM`m34 717:1991 A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control IV CLICE AN[ CA3 D ENT CLOCE[ 2 LES A. Measurement and Payment 1. Construction Activities resulting in less than I acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1V LE] ELENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1-4 A[ D INISTLATIVE LEQ2 ILED ENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Pagel of 3 Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 11P S2 5 D ITTANE A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 0157 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 113 ACTION S2 5 D ITTAIVBHN] OLD ATIONAMS2 5 D ITTANN /NOT 2 SE[ 7 1IR CM)SE02 T S2 5D ITTANE /NOT 2 SE[ 7 1'% D AINTENANCE D ATELIAMS2 5 D ITTAIVB /NOT 2 SE[ 7 1-0 Q2 AMT3 ASS2 LANCE /NOT 2 SE[ 7 1VO [ EMVEL3 , STOLAUE, AN[ HAN[ MNU /NOT 2 SE[ 7 1VI ] IEM /SITE7CON[ ITIONS /NOT 2 SE[ 7 lYF WALLANT3 /NOT 2 SE[ 7 CALT F. CLO[ 2 CTS /NOT 2 SE[ 7 GALT - . EXEC2 TION /NOT 2 SE[ 7 EN[ 01 SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 SECTION 01 5P 1R TEMPORARY PROJECT SIGNAGE - AGT 1 L ENEGAU 110 EL%1#4t►M.T1411 015813-1 TEMPORARY PROJECT SIGNAGE Pagel of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 11W - GICE ANF - AD2 ENT - GOCEFYGES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1M GE[ EGENCES ]NOT YSEF4 11V AF 2 INISTGATIQE GEB YIGE2 ENTS ]NOT YSEF 4 11H SY6 2 ITTAUS ]NOT YSEF 4 1Y11 ACTION SY62 ITTAUSaN[ OG2 ATIONAU SY62 ITTAUS ]NOT YSEF4 1M CUOSEOYT SY6 2 ITTAUS ]NOT YSEF4 1M 2 AINTENANCE 2 ATEGIAU SY6 2 ITTAUS ]NOT YSEF4 11% BYAUITD ASSYGANCE ]NOT YSEF4 11W F EUIQEGD, STOGA. E, ANF HANF UIN. ]NOT YSEF 4 1IM [ IEUF ]SITE4CONFITIONS ]NOT YSEF4 11V WAGGANTD ]NOT YSEF4 - AGT 3 Ir GOFYCTS 3M OWNEGI[ YGNISHEF loc40WNEGI,SY- - UIEF- GOFYCTS ]NOT YSEF4 3A EBYI- 2 ENT,- GOFYCT TD- ES, ANF 2 ATEGIAUS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 015813-2 TEMPORARY PROJECT SIGNAGE Pagel of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 3M ACCESSOGIES ]NOT YSEF4 3N SOYGCE BYAUITD CONTGOU ]NOT YSEF4 - AGT RLEXECYTION RO INSTAUUEGS ]NOT YSEF4 RBI EXA2 INATION ]NOT YSEF4 IM - GE- AGATION ]NOT YSEF4 RBI INSTAUUATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade IN GE- AIG 7GESTOGATION ]NOT YSEF4 IM GEUNSTAUUATION ]NOT YSEF4 RV [ IEUF ]oc4SITE BYAUITD CONTGOU ]NOT YSEF 4 RN SDSTE2 STAGTY- ]NOT YSEF4 R% AFJYSTIN. ]NOT YSEF4 R-0 CUEANIN. ]NOT YSEF4 IM CUOSEOYT ACTIQITIES ]NOT YSEF4 Ili - GOTECTION ]NOT YSEF4 RVR 2 AINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. RVAV ATTACH2 ENTS ]NOT YSEF4 ENF O[ SECTION CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 015813-3 TEMPORARY PROJECT SIGNAGE Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Pagel of 3 Parks Improvements at 3 Park Sites: #101785 City Project # 100621, 101785, G00037 Addendum 04 SECTION 01 PO 00 PRODUCT REQUIREMENTS RA- T 1 C L ENE- A. III SMY Y A- 2 01 60 00 - 1 PRODUCT REQUIREMENTS Pagel of 2 A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 11ID R ICE AN3 RA2 Y ENT R OCE3 n ES INOT NBE3 [ 11f - E4E- ENCES INOT NBE3 [ 11V A3 Y INIST- ATIQE - E5 M- EY ENTS A. A list of City approved products for use is located on Buzzsaw as follows: 1. Resources\02 - Construction Documents\Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 0133 00 for submittal requirements of Product Data included onCity's Standard Product List. 11B SNt Y ITTA. S INOT NBE3 [ VP ACTION SM6 Y ITTA. S/IN4 O- Y ATIONA. SNb Y ITTA. S INOT NBE3 [ 11V C. OSEONU SNb Y ITTA. S INOT NBE3 [ 118 Y AINTENANCE Y ATE- IA. SNK Y ITTA. S INOT NBE3 [ IV 5 MA. IT2 ASSn ANCE INOT NBE3 [ CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 01 60 00 - 2 PRODUCT REQUIREMENTS Pagel of 2 1110 3 E. IQE- 2, STO- ALE, AN3 HAN3 . INL INOT NBE3 [ 1111 4IE. 3 IiSITE[ CON3 ITIONS INOT NBE3 [ 1111) WA- - ANT2 INOT NBE3 [ RA- T DGR 03 NUTS INOT NBE3 [ RA- T ] GEXECNUION INOT NBE3 [ EN3 04 SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1 M.Y11uluM7./ A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control ofpremises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 66 00 - 3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Parks Improvements at 3 Park Sites: #101785 City Project # 100621, 101785, G00037 Addendum 04 1 2 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 A. Section Includes: 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 7 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 1 1) Demobilization 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 7 2 a) Transportation of Contractor's personnel, equipment, and operating 3 supplies from the Site including disassembly or temporarily securing 4 equipment, supplies, and other facilities as designated by the Contract 5 Documents necessary to suspend the Work. 6 b) Site Clean-up as designated in the Contract Documents 7 2) Remobilization 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies to the Site necessary to resume the Work. 10 b) Establishment of necessary general facilities for the Contractor's 11 operation at the Site necessary to resume the Work. 12 3) No Payments will be made for: 13 a) Mobilization and Demobilization from one location to another on the 14 Site in the normal progress of performing the Work. 15 b) Stand-by or idle time 16 c) Lost profits 17 3. Mobilizations and Demobilization for Miscellaneous Projects 18 a. Mobilization and Demobilization 19 1) Mobilization shall consist of the activities and cost on a Work Order basis 20 necessary for: 21 a) Transportation of Contractor's personnel, equipment, and operating 22 supplies to the Site for the issued Work Order. 23 b) Establishment of necessary general facilities for the Contractor's 24 operation at the Site for the issued Work Order 25 2) Demobilization shall consist of the activities and cost necessary for: 26 a) Transportation of Contractor's personnel, equipment, and operating 27 supplies from the Site including disassembly for each issued Work 28 Order 29 b) Site Clean-up for each issued Work Order CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2016 Addendum 04 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 7 1 c) Removal of all buildings or other facilities assembled at the Site for 2 each Work Oder 3 b. Mobilization and Demobilization do not include activities for specific items of 4 work for which payment is provided elsewhere in the contract. 5 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 6 a. A Mobilization for Miscellaneous Projects when directed by the City and the 7 mobilization occurs within 24 hours of the issuance of the Work Order. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1— General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment [Consult City Department/Division for direction on if 15 Mobilization pay item to be included or the item should be subsidiary. Include the 16 appropriate Section 1.2 A. 1.] 17 1. Mobilization and Demobilization 18 a. Measure 19 1) This Item will be measured by the lump sum or each as the work 20 progresses. Mobilization is calculated on the base bid only and will not be 21 paid for separately on any additive alternate items added to the Contract. 22 2) Demobilization shall be considered subsidiary to the various bid items. 23 b. Payment 24 1) For this Item, the adjusted Contract amount will be calculated as the total 25 Contract amount less the lump sum for mobilization. Mobilization shall be 26 made in partial payments as follows: CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2016 Addendum 04 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 7 1 a) When 1% of the adjusted Contract amount for construction Items is 2 earned, 50% of the mobilization lump sum bid or 3 % of the total Contract 3 amount, whichever is less, will be paid. 4 b) When 5% of the adjusted Contract amount for construction Items is 5 earned, 75% of the mobilization lump sum bid or 1.5% of the total 6 Contract amount, whichever is less, will be paid. Previous payments under 7 the Item will be deducted from this amount. 8 c) When 10% of the adjusted Contract amount for construction Items is 9 earned, 100% of the mobilization lump sum bid or 1.5% of the total 10 Contract amount, whichever is less, will be paid. Previous payments under 11 the Item will be deducted from this amount. 12 d) A bid containing a total for "Mobilization" in excess of 6% of total 13 contract shall be considered unbalanced and a cause for consideration of 14 rejection. 15 e) The Lump Sum bid for "Mobilization — Paving/Drainage" shall NOT 16 include any cost or sum for mobilization items associated with 17 water/sewer items. Those costs shall be included in the various 18 water/sewer bid Items. Otherwise the bid Items shall be considered 19 unbalanced and a cause for consideration of rejection. 20 f) The Lump Sum bid for "Mobilization — Paving" shall NOT include any 21 cost or sum for mobilization items associated with drainage items. 22 Those costs shall be included in the "Mobilization — Drainage" Lump Sum 23 bid Item. Otherwise the bid Items shall be considered unbalanced and a 24 cause for consideration of rejection. 25 g) The Lump Sum bid for "Mobilization — Drainage" shall NOT include any 26 cost or sum for mobilization items associated with paving items. Those 27 costs shall be included in the "Mobilization — Paving" Lump Sum bid 28 Item. Otherwise the bid Items shall be considered unbalanced and a 29 cause for consideration of rejection. 30 2) The work performed and materials furnished for demobilization in 31 accordance with this Item are subsidiary to the various Items bid and no 32 other compensation will be allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2016 Addendum 04 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 7 1 1) Measurement for this Item shall be per each remobilization performed. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 and measured as provided under "Measurement" will be paid for at the 5 unit price per each "Specified Remobilization" in accordance with 6 Contract Documents. 7 c. The price shall include: 8 1) Demobilization as described in Section 1.1.A.2.a.1) 9 2) Remobilization as described in Section 1.1.A.2.a.2) 10 d. No payments will be made for standby, idle time, or lost profits associated this 11 Item. 12 3. Remobilization for suspension of Work as required by City 13 a. Measurement and Payment 14 1) This shall be submitted as a Contract Claim in accordance with Article 10 15 of Section 00 72 00. 16 2) No payments will be made for standby, idle time, or lost profits associated 17 with this Item. 18 4. Mobilizations and Demobilizations for Miscellaneous Projects 19 a. Measurement 20 1) Measurement for this Item shall be for each Mobilization and 21 Demobilization required by the Contract Documents 22 b. Payment 23 1) The Work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" will be paid for at the 25 unit price per each "Work Order Mobilization" in accordance with 26 Contract Documents. Demobilization shall be considered subsidiary to 27 mobilization and shall not be paid for separately. 28 c. The price shall include: 29 1) Mobilization as described in Section 1.1.A.3.a.1) 30 2) Demobilization as described in Section 1.1.A.3.a.2) CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2016 Addendum 04 017000-6 MOBILIZATION AND REMOBILIZATION Page 6 of 7 1 d. No payments will be made for standby, idle time, or lost profits associated this 2 Item. 3 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 4 a. Measurement 5 1) Measurement for this Item shall be for each Mobilization and 6 Demobilization required by the Contract Documents 7 b. Payment 8 1) The Work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement" will be paid for at the 10 unit price per each "Work Order Emergency Mobilization" in accordance 11 with Contract Documents. Demobilization shall be considered subsidiary 12 to mobilization and shall not be paid for separately. 13 c. The price shall include 14 1) Mobilization as described in Section 1.1.A.4.a) 15 2) Demobilization as described in Section 1.1.A.3.a.2) 16 d. No payments will be made for standby, idle time, or lost profits associated this 17 Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 SUBMITTALS [NOT USED] 21 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2016 Addendum 04 017000-7 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 MOBILIZATION AND REMOBILIZATION Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 017123 CONSTRUCTION STAKING AND SURVEY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 4101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A —Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice forLand Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A.The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 4101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 —Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — AttachmentA — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 4101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 25O linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 25O linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard citytemplate which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producingno more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3. LA. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 4101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION AM the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A.It is the Contractor's responsibility to maintain all stakes and control data placed bythe City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3rdparty contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 4101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 017123-8 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8, 31 2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text'; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Parks Improvements at 3 Park Sites: 4101785 City Project # 100621, 101785, G00037 Addendum 04 FORT WORTH, Section 01 71 23.01- Attachment A Survey Staking Standards February 2017 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking Vill. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER IRRIGATION AND RECLAIMED WATER ' Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under 'Layers' , expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment A minimum of a 10 arc -second instrument is required. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at anytime. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anything that needs vertical grading with a tolerance of 0.25' or less is allowed. D. Control Points Set All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi -permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_ Conformal_ Conic Fa Ise_Easti ng: 1968500.00000000 False —Northing: 6561666.66666667 Central Meridian: -98.50000000 Standard—Parallel-1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude Of Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format txt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a Droiect that has surface coordinates which must be translated: File 1: C1234_As-built of Water on Main Street Grid NAD83 TXSP 4202.csv O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Example Control Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 W J W ry _ w M m 7E J u� �71 D Q GP #1 U7 W z d 0 C] N=50DO.00 E=50DO.00 O W 71111 � W 0 U � U 0 0 _ U J � LL ~ W M T W �[ CC O V. Water Staking Standards O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 9101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 A. Centerline Staking —Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: # 10 1785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 � o% 2 � 3 LLJ z/ CD < / o/ { a/ awl=+m \ I@ �y w \ � n Lu \\ � 2@±§ \©LjLO / GLLJ \§ C , 0 / « o/ J w/ f Byw+ , \C-, L \Q \ G y� 2 s. e: m \ / r, I — \ e \ LU \ L 5� \ 5 o J \ §j < ]_ s Lu �§ \ -J L /6 3 _ \ =3 sI § ° \ \ \ / / ©) g a+ / $ � j� 3 /J mk \ 9 / \( \ §} \3 Go / L j J_j 2M&O \ m -,+u /UIL \) m s 2}a - - ` y» § \§c VE SanRaC Sewer Staking O: Pecs bsGovernanceP2cs T mpoRwspcRe#C pi IDIi r C pDli R Div o#0171 2IIE01 «Game« A S »p StakingaanA@sdox Page 9 of 22 qz OF FORT WORTH Parks Improvements yaPark Sites: gmsa STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Q% Project # 100621, m!%% G0007 Revised February 14aa Adaa_w A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break Vill. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 9101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 V 0 9)z w o 9)W 4 A C. v11 12' Of5 SS W LLLLLL d_ {f tt Example Sanitary Sewer Stakes _GIs q- SS r W �w r/7 2 Na 4 w LL a O 0�_ N oLU I w -J of:w 0 r o w< Ma Zw 0w 04= t7 {ry O W 7 ❑ Z. w w -J i U7af w H 2 F LL w �s Q 12' O/S SS siA-o+ w W LL 0� 2 C7H z 4_. ~ 0 4 ❑ v, W w td d F- � A,'1 -4� � C-QC2 �z F Lj vW wY A=1+es C-- 4°£ Li a a W w a o FL, w Ld jQ W en z a F � [Ld n+ O n 12 W i} W �a Y t2 4 La �6w W+ 0 P7t `d ¢ FF- w F- z" F� �� Fri LL LL�i F F� �0tr V, a oa o0 ag o o ' uyi wo— w a+oaa c-sN c-s F+4 z �' W FCDy a- 6 9dLLJ -{ I m J J =m2 � J F m w � � O w W {} E o s r az mD 7-a x ac to O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 VII. Storm Sewer & Inlet Staking A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00' total length III. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised February 14, 2018 Addendum 04 BACK C30E FAahr- R.ELW.) POINT # I HIA ELEVATIEN Example Storm Inlet Stakes (SIDE FACING NO FLAGGING REQUIRED IN LIEU OF PINK PAINTED LATH IDENTIFIES 41HI0Hi END OF THE WING BEING STAKED INLET STATION [IF NOTED ON PLANS] IDENTIFIES GRADE TO TOP OF CURB IDENTIFIES GRADE TO FLOVLJNE BACK {SEIE FAIING R.QW_) POINT 0 4 HUB ELEVATUN c FRONT (SIDE FACING 8 n Tj[ ITL c7 I DISTANCES FOR INLETS STANDARD 10' - 16' RECESSED 10' - 20{ STANDARD DOUBLE 10' — 26.67 HUB %MTH TACK — — — — — — — �OESSED DdUBLE I U= =3Q_67 I I 9kCH OF INLET H NI ,w al BACK OF CURB B,WCK OF CURB FLOYLINE — — IDENTIFIES END OF THEE WING BEING STAKED — —EDGE OF PAVEMENT ELGE ❑F PAVf},1E7JT FACE aFINLET T O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 22 FRONT EDGE OF PAVEMENT VIII. Curb and Gutter Staking A. Centerline Staking —Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking —Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, 000037 Revised July 1, 2011 Addendum 04 Example Curb & Gutter Stakes FRONT (SIDE FACING q) 0 [j(} O FRONT IDENnFlES END FRONT (SUE FACINC ¢j POINT OF TICEd FRONT LL T GENT SIDE FACING CLIDENTIFIES START o PONT OF CURVATURE PC (SDE FACING ] � W ec C PT 70 BACK � � Q r � IDENnFlEs OFFsET Is To BACK eF CURB CR F/c 4 (SIDE FACING R.O.W.) / FOR FACE OF CUFF T ° 0 y + z N I I I PaNr #$ P. a/c III I N III I III I IDENTIFIES GRADE IS 'p II Tlc Ta TOP OF DUFH III I h10 GRADE ON0 I HUB ELEVA110N o + RADIUS PDINr5 NO FLAGGING REQUIRED i ti IN LIEU OF PINT{ PAINTED LATH TOP OF CURE •fr t BACK OF CURB rxx FACE OF CURB L ---�— �_—_--0S FLOKI NE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 City Project # 100621, 101785, G00037 Addendum 04 m ƒ 6O x m= m K we= � z g z ( 0 j[ or 32 yG� 2 ƒ 2 3MYIS10 X .N 09 f _e « _, § 6 >!)\ sl 33NViE10 »n « le \2� Eil� _ &o t/G ® _ . 2 � y OL &� x � } / > }! ; r )( \� ` � O: Pecs bsGovernanceP2cs T mpoRwspcRe#C pi IDIi r C pDli R Div o#0171 2IIE01 «Game« A S »p StakingaanA@sdox Page 16 3 ZZ qz OF FORT WORTH ParksImprovements ylPark am w0195 STANDARD c z a eo SPECIFICATION DOCUMENTS City Project #lmet»l3SG0nan7 Revised July t&u Adaa_G IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet Date: ❑ TOTAL Staking Method: ❑ GPS STATION LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS City Project Number: Project Name: ❑ OTHER ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET DESCRIPTION PROP. STAKED - CUT + FILL -LT/+RT GRADE ELEV. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 X. As -built Survey A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. See section IV. As -built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 CITY OF FORT WORTH Parks improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 ' w IIIUIuNlutluuquuulllHllIINmlumulurH"s�ur�lllra'al'q"gull'�r�r'la"�,Iuula�l','�'rNIIv�H''aIIIuuIIIIIIuniuuoiullluioun IIIIIIIIIIIIIIIIIlIIIIIIIIIIIII IIIIIIIII IIIIIIIfllllllllilllllllll IIIIIAIINlII1111NIIIIIIFIIIaIII:JNIIA:IiGI�fJIAIIIIIIIIiiu:LIINIIIIIiNllin,llamtlalnl I IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIHIIIIIIIIIIIIIIillllllllllllllllYIIIIInII u u j' m1 ` y ©�I��lr rIry�i " . 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STA 0.40Q - JOWL fFRYD LM gEpN PROP. L,WATE7 LySTA(L+ r rr 4 Iz7EE rl �f C r�.�'nawz.L�END F� ELK $ LOT 2 Joe wre p,.++rxraa warn 1llcbiM nordoW lId REMWE EXb7.-\ LPWATER t � t STA 0-5XM - AeWL fEM9YD DRl REMOVE & SALVAGE = GATE VAWE & RExm7ft CaVAECT TO EMT. a'WATER IMSTAtb J-0SOM SLME rrPGTE VALVE Na�vo9519s4D E9P%T.371794 wr AS Farw�e, d wo-�mw .o- r lP SYERT LiEND - 6• WL X�917C147X+x E�i17-W0 OR TEE' v£+*ANTNT w0r? LEM980r I CP. •43 MaCho� Al w.Fwt k a2 ,85 ;S-prjr -4 -.— R V. 5- A 1��8iQ� � • L�AM9�/g E,9Pg7 ETEV. 723..M �erxm �'mry 7BLr 0 WATER :3tr ro PfiOFVSEDDIST. &TV"ESEE SHEET Exlsr. D.�E vALVEW - IPLOT ARr BENDA594 rm "w?3072+aV•' 7.L9'A�9�f STA 0{IOLD - IPWL fFlA'D D,R1 STA 0^gm - rQ W S%i 0,6aW - IPW rNSTA[Le WSTAg. 96MU, F rr1t.1. StX1D SLEEYE r rP 4SVERT. a M0 r 045VERT. M WD 57 LF DF _WATER PIPE N�vR55.5a!! M �17052D65] CANALFLT TO EXr5r lP 1vATER E 3OM13 E•225C.3N.83l0 N{94IH59279 E2 304di3B O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 9101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project# 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 22 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G0003 i Revised July 1, 2011 Addendum 04 0:\S 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 22 1\01 71 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Parks Improvements at 3 Park Sites: #101785 City Project # 100621, 101785, G00037 Addendum 04 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING EASTING ELEV. DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM �� L 2 6946260.893 2296062.141 725.668 GV RIM 3 6946307.399 2296038.306 726.85 GV RIM /� l_�iL�lt 7��5 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015,116 722.123 GV RIM /J 6 6946190.528 2296022.721 722.325 FH 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM -TX 9 6946003.056 2295933.418 713,652 CO RIM 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM RIM 13 6945896.591 2295962.198 708.20S WM RIM p 14 6945934.286 2295941.925 709.467 WM RIM 15 6945936.727 2295830.441 720.084 CO RIM C GG (--tJ I S 16 6945835,678 2295799,707 707.774 SSMH RIM r 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM p 19 6945768.563 2295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723,219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM r 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM C 1�T 25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295667.803 729.123 WM RIM D 27 6945519.834 2295619,49 732.689 WM RIM C o N + �C Z- f �-T-5 28 6945417.879 22955R0.27 740.521 WM RIM 29 6945456.557 2295643.145 736.451 CO RIM 30 6945387.356 2295597.101 740.756 GV RIM rtl I {7 L S 31 6945370.689 2295606.793 740,976 GV RIM S 5�f C r 32 6945393.53 2295610.559 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748.454 WM RIM 36 6945233.624 2295544.626 749.59 SSMH RIM 37 6945206.483 2295529.305 751.058 WM RIM �Q i 38 6945142.015 2295557.666 750.853 WM RIM 39 6945113.445 2295520.335 751.871 WM RIM 40 6945049.02 2295527.345 752.257 SSMH RIM 1 vF 41 6945041.024 2295552.675 751.79 WM RIM p� 7 42 6945038.878 2295552.147 751.88 WM RIMS SY 43 6945006.397 2295518.135 752.615 WM RIM �f{ it 44 6944944.782 2295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986 SSMH RIM fly O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 26 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 26 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 ki H� ❑ 12 94® 1 s $ $ ___ ______ _gg__ 6 ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ ______ _ a _ i } p ul px � N --- ------ --- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ F o� -i a � � - IIII 199i IIII UUU ❑ g E IIII Iddi a� ;: ' S9II w" O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 of 26 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 SECTION 01 5P R CLEANING GALT 1. UENELAM IV S2DDAL3 017423-1 CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1It GLICE ANF CA3 D ENT GLOCEF2 LES A. M asurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1V LE[ ELENCES ]NOT 2 SEF4 1'F AFD INISTLATIVE LEQ2 ILED ENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1E S2 6 D ITTANB ]NOT 2 SEF 4 lI ACTION S2 6 D ITTANBaN[ OLD ATIONAMS2 6 D ITTANB ]NOT 2 SEF4 115 CNDSE02 T S2 6D ITTANB ]NOT 2 SEF4 119 D AINTENANCE D ATELIAMS2 6 D ITTANB ]NOT 2 SEF4 1-0 Q2 AMT3 ASS2 LANCE ]NOT 2 SEF4 1VO STOLAUE, ANF HANFMNU A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 4101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 74 23 - 2 CLEANING Page 1 of 4 M [ IENF ]SITE4CONFITIONS ]NOT 2 SEF4 1YR WALLANT3 ]NOT 2 SEF4 GALT R. GLOF2 CTS RY OWNEL.[ 2 LNISHEF JOL40WNEL.S2 GCMEFCLOF2 CTS ]NOT 2 SEF4 RM D ATELIANE A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. M terial recommended by manufacturer RY ACCESSOLIES ]NOT 2 SEF4 1W S02 LCE Q2 AMT3 CONTLOM]NOT 2 SEF4 GALT - . EXEC2 TION -Y INSTAMVELS ]NOT 2 SEF4 - It EXAD INATION ]NOT 2 SEF4 -Y GLEGALATION ]NOT 2 SEF4 -'F AGGMCATION ]NOT 2 SEF4 -'S LEGAIL 7LESTOLATION ]NOT 2 SEF4 -Y LE.INSTAMVIATION ]NOT 2 SEF4 -15 [ IENF loL4SITE Q2 AMT3 CONTLOM]NOT 2 SEF4 - `8 S3 STED STALT2 G]NOT 2 SEF4 -V AFJ2 STINU ]NOT 2 SEF4 - YO CIVEANINU A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 4101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 74 23 - 3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. M p office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. - V1 CYDSE02 T ACTIVITIES ]NOT 2 SEF4 -YR CLOTECTION ]NOT 2 SEF4 - Y- D AINTENANCE ]NOT 2 SEF 4 - YP ATTACHD ENTS ]NOT 2 SEF 4 ENF 0[ SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 017719-1 CLOSEOUT REQUIREMENTS Pagel of 3 SECTION 01 7719 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1 M.Y11uluM7./ A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 017719-2 CLOSEOUT REQUIREMENTS Pagel of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOTUSED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) £ Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 017823-1 OPERATION AND MAINTENANCE DATA Pagel of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1 M.Y11uluM7.1 A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Pagel of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATINGAND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised December 20, 2012 Addendum 04 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Parks Improvements at 3 Park Sites: 9101785 City Project # 100621, 101785, G00037 Addendum 04 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Parks Improvements at 3 Park Sites: 4101785 City Project # 100621, 101785, G00037 Addendum 04 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Parks Improvements at 3 Park Sites: 9101785 City Project # 100621, 101785, G00037 Addendum 04 0 Brej III [170[Ij« a ?J PROJECT RECORD DOCUMENTS CALT 1. UENELAM IV19410 711991 A. Section Includes: 017839-1 PROJECT RECORD DOCUMENTS Pagel of 4 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1Y CLICE AN[ CA3 D ENT CLOCE[ 2 LES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. lit LE] ELENCES RIOT 2 SE[ V 11Q A[ D INISTLATI5 E LEB2 ILED ENTS 4TOT 2 SE[ V 1V S2 7 D ITTAIVB A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 11 ACTION S2 7 D ITTAN N%N] OLD ATIONAMS2 7 D ITTANB 4NOT 2 SE[ V 116 CM)SE02 T S2 7 D ITTANS 4NOT 2 SE[ V 1T D AINTENANCE D ATELIAMS2 7 D ITTANB 4TOT 2 SE[ V 1V B2 AMT3 ASS2 LANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 017839-2 PROJECT RECORD DOCUMENTS Pagel of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1Y0 STOLAUE AN[ HAN[ MNU A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. lYl ] IEM 4SITEVC0N[ ITIONS RIOT 2 SE[ V 1YF WALLANT3 4NOT 2 SE[ V CALT F. CLO[ 2 CTS FY OWNEL.] 2 LNISHE[ 4OLVOWNEL.S2 GGMEJ CLO1 2 CTS 4NOT 2 SE[ V FY LECOL[ [ OC2 D ENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. F)i ACCESSOLIES 4NOT 2 SE[ V M S02 LCE B2 AMT3 CONTLOM4NOT 2 SE[ V CALT R. EXEC2 TION RY INSTA"ELS 4NOT 2 SE[ V RF EXAD INATION 4NOT 2 SE [ V RR CLECYALATION t-;0T 2 SE[ V RQ D AINTENANCE [ OC2 D ENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. W LEGAIL 9LESTOLATION 4'-10T 2 SE[ V RN LE.INSTAN MINION tiOT 2 SE[ V W ] IEM 4oLVSITE B2 AMT3 CONTLOM4TOT 2 SE[ V RF S3 STED STALT2 G4'iOT 2 SE[ V R' A[ J2 STINU RIOT 2 SE[ V IWO CNEANINU 4NOT 2 SE[ V R11 CM)SE02 T ACTI5 ITIES 410T 2 SE[ V RVF CLOTECTION 4NOT 2 SE[ V RYR D AINTENANCE 4NOT 2 SE[ V RYQ ATTACHD ENTS 410T 2 SE[ V EN[ 01 SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Parks Improvements at 3 Park Sites: #101785 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised July 1, 2011 Addendum 04 Division 11 Equipment 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 SECTION 1166 12 SITE UNDERDRAINS PART I - GENERAL 11 66 12 SITE UNDERDRAINS Page 1 of 2 1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment, and services required to construct underdrains to the required lines, grades, and cross sections as specified herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWHERE: A. Section 3122 00 - Earthwork. B. Section 32 13 13 - Cast -in -Place Concrete PART 2 - PRODUCTS 2.01 UNDERDRAIN PIPE: Pipe and fittings shall be flexible, corrugated tubing manufactured of high -density polyethylene resins and conforming to ASTM Product Specifications F-405 and F-667. Drainage tubing shall be as manufactured by Advanced Drainage Systems (ADS), Inc., of Columbus, Ohio. The local manufacturing plant which will provide a list of suppliers is in Ennis, Texas - telephone (972) 878-9600. A. Perforated Pipe: Perforations shall be linear slots cut radially into the tubing wall between corrugations. Perforated pipe will be furnished complete with the Cerex nylon "Drain Guard" screen. The screen will completely surround the pipe and will have a lapped, welded longitudinal joint. B. Non -Perforated Pipe: Non -perforated pipe shall be used for collector lines which convey the water from perforated pipe to the concrete inlet or outfall. C. Fittings: All couplings, reducers, tees, ells, plugs, caps, and other fittings shall be non -perforated and shall be of the same manufacturer as the drainage tubing. A fitting shall be used at each pipe junction/termination, as appropriate. 2.02 FILTER MATERIAL: Filter material for use in backfilling trenches over and around underdrains shall consist of 1 1/2" to 2" gravel washed free of organic or other deleterious matter. 2.03 FILTER FABRIC: Filter fabric to line and lap over gravel filled subdrain trench shall be Mirafi 140N drainage fabric as manufactured by Celanese Corporation, (800) 223-9811, or approved equal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 06, 2019 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 11 66 12 SITE UNDERDRAINS Page 2 of 2 PART 3 - EXECUTION 3.01 VERTICAL AND HORIZONTAL CONTROLS: A. The Contractor shall establish or shall employ a licensed surveyor to establish all lines and grades necessary for each stage of the work described herein. B. Provide blue tops for reference in dressing trench bottoms at intervals not to exceed 30 feet along the centerline of each trench. 3.02 UNDERDRAINS: Trenches for underdrains shall be dug after the subgrade is prepared. The excavation of each trench shall begin at its outlet and proceed toward its upper end. The trench must not be excavated below the proposed grade line. Trenches will be cleaned of all loose material and their bottoms will be dressed and fine graded to blue tops set as previously described. Trenches shall be lined with filter fabric and underdrain pipe shall be set on the trench bottom. All fittings shall be securely coupled and all open ends will be capped. The pipe shall be carefully covered with the gravel filter material and the filter fabric shall be lapped over the trench. Care shall be taken not to damage the pipe or its fabric filter screen. Underdrain pipe shall be connected to solid pipe joints and to outfall at the concrete structure/collar as indicated in the plans. Care shall be taken not to loosen or cave-in the trench walls. Any such damage will be excavated and will be backfilled in mechanically tamped lifts not to exceed eight inches and will be re- constructed. 3.03 SETTLEMENT: After the trench has been backfilled it shall be thoroughly soaked. This process shall be repeated two times allowing the backfill material to dry twenty-four hours before wetting again. END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 06, 2019 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 11 67 13 SITE FURNISHINGS Page 1 of 5 SECTION 1167 13 2 SITE FURNISHINGS 3 PART 1 GENERAL 4 1.1 RELATED DOCUMENTS 5 A. Provisions established within the General and Supplementary General Conditions of 6 the Contract, Division 1 - General Requirements, and the Drawings are collectively 7 applicable to this Section. 8 1.2 SCOPE 9 A. Work included: the work includes, but is not necessarily limited to: 10 1. Remove existing benches, picnic grills, trash receptacles and picnic tables. 11 2. Furnish and install exterior benches, litter receptacles, picnic grills, and picnic 12 tables. 13 3. Furnish and install concrete footings for playground equipment. 14 4. Furnish and install concrete pads and walks. 15 5. Furnish and install pavilion and concrete footings. 16 6. Warranty and replacements 17 7. Provide touch-up paint 18 1.3 REFERENCES 19 A. Requirements of Regulatory Agencies: 20 1. Perform work in accordance with all applicable laws, codes and regulations 21 required. 22 B. American Association of State Highway and Transportation Officials (AASHTO): 23 1. AASHTO LTS-4 - Standard Specifications for Structural Supports for Highway 24 Signs, Luminaires and Traffic Signals 25 C. ASTM International (Formerly known as American Society for Testing and Materials): 26 1. ASTM A123 - Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and 27 Steel Products 28 2. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 29 120/105 30 ksi Minimum Tensile Strength 31 3. ASTM A507 - Standard Specification for Drawing Alloy Steel, Sheet and Strip, 32 Hot- 33 Rolled and Cold -Rolled 34 4. ASTM 1326/1326M - Standard Specification for Aluminum -Alloy Sand Castings 35 5. ASTM B85 - Standard Specification for Aluminum -Alloy Die Castings 36 6. ASTM B137 - Standard Test Method for Measurement of Coating Mass per Unit 37 Area 38 on Anodically Coated Aluminum 39 7. ASTM B209 - Standard Specification for Aluminum and Aluminum -Alloy Sheet 40 and Plate CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 06, 2019 Addendum 04 11 67 13 SITE FURNISHINGS Page 2 of 5 1 8. ASTM B221 - Standard Specification for Aluminum and Aluminum -Alloy 2 Extruded Bars, Rods, Wire, Profiles, and Tubes 3 9. ASTM D635 - Standard Test Method for Rate of Burning and/or Extent and 4 Time of Burning of Plastics in a Horizontal Position 5 10. ASTM D1056 - Standard Specification for Flexible Cellular Materials - Sponge 6 or 7 Expanded Rubber 8 11. ASTM D1400 - Standard Test Method for Nondestructive Measurement of Dry 9 Film 10 Thickness of Nonconductive Coatings Applied to a Nonferrous Metal Base 11 12. ASTM D2240 - Standard Test Method for Rubber Property - Durometer 12 Hardness 13 D. National Fire Protection Association (NFPA): NFPA 70 - National Electrical Code 14 (NEC) 15 E. The Society for Protective Coatings (Formerly known as Steel Structures Painting 16 Council) (SSPC): SSPC-SP 10 - Near -White Blast Cleaning 17 F. Underwriters Laboratories, Inc. (UL): 18 1. UL 496 - UL Standard for Safety Edison -Base Lampholders 19 2. UL 508 - UL Standard for Safety Industrial Control Equipment 20 3. UL 542 - UL Standard for Safety Lampholders, Starters, and Starter Holders for 21 Fluorescent Lamps 22 4. UL 935 - UL Standard for Safety Fluorescent -Lamp Ballasts 23 5. UL 1029 - UL Standard for Safety High -Intensity -Discharge Lamp Ballasts 24 6. UL 1598 - UL Standard for Safety Luminaires 25 1.3 QUALITY ASSURANCE 26 A. Installer qualifications: minimum of 5 years of experience in installation of site 27 furnishings and playground equipment. Provide documentation of specific project 28 experience and references as required by Owner. 29 1.4 SUBMITTALS 30 A. Submit manufacturer's product data and warranty for each type of furniture or material 31 specified, including finish and color indicated including light pole and fixture. Submit 32 cut sheets for ADA signage. 33 B. Submit footing detail as recommended by the manufacturer for each type of site 34 furniture including pavilion. 35 C. Submit manufacturer's installation instructions. 36 D. Samples: 37 1. Submit two samples 2x2 inch in size illustrating finish material and color for 38 substitutions. 39 E. Submittals to be submitted to Landscape Architect for review and approval no less than 40 60 days prior to installation. 41 1.5 DELIVERY, STORAGE, AND HANDLING CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 06, 2019 Addendum 04 11 67 13 SITE FURNISHINGS Page 3 of 5 1 A. Remove designated existing benches and picnic tables. 2 B. Furnish all materials in manufacturer's unopened, original containers, bearing original 3 labels showing quantity, description and name of manufacturer. 4 C. Deliver and unload at the site on pallets and bound in such a manner that no damage 5 occurs to the product. 6 D. Store products in a manner which will preclude all damages. Damaged materials will 7 be rejected. Remove all damaged materials from the job site immediately, and replace 8 at no cost to the Owner. 9 E. Furnish suitable equipment and locate all site furnishing materials carefully and 10 efficiently. Lift materials using lifting inserts provided by the manufacturer where 11 applicable. 12 F. Protect site furniture and accessories from damage until final acceptance. Owner 13 reserves right to reject site furniture damaged prior to and during and after installation. 14 PART 2 PRODUCTS 15 2.1 MANUFACTURERS OF EQUIPMENT, SITE FURNITURE AND ACCESSORIES 16 A. Acceptable Manufacturers are listed on the drawings. 17 B. All playground equipment is pre -approved equipment. All remaining components 18 structures are subject for substitution. 19 C. Substitutions: Under provisions of General and Special Conditions and Drawings. 20 Substitutions must be of equal quality of material and finish specified. All substitutions 21 must be approved by Park and Recreation Department and Landscape Architect prior to 22 bid submittal with explanation of variances to specified items. 23 D. General Requirements for Mounting Poles for signs: 24 1. Mounting poles: Steel, straight, round, and as shown. Complete assembly of 25 anchor bolts, pole, arms, and luminaire designed to withstand wind pressure (P) 26 developed by wind speed (V) of 80 MPH, in accordance with AASHTO LTS-4. 27 Pole assembly to be designed in accordance with AASHTO requirements for 28 permissible stresses, deflection, vibration, and fatigue. Ratio of deflection to pole 29 height under action of applicable static loading not to exceed 1/60. 30 2.2 CONCRETE 31 A. ASTM C94 ready mixed concrete, minimum 28 day compressive strength of 3,000 psi, 32 air -entrained 2% to 45. 33 34 B. Grout: Section 03305, "Portland Cement Concrete", nonshrink. Where recommended by 35 manufacturer. Prime surfaces to be grouted CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 06, 2019 Addendum 04 1 2.3 FINISHES 2 A. Specified on drawings. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 11 67 13 SITE FURNISHINGS Page 4 of 5 PART 3 EXECUTION 3.1 INSPECTION A. Examine final grades and installation conditions. Do not proceed with work until unsatisfactory conditions are corrected. B. Beginning of installation means acceptance of existing conditions. 3.2 PREPARATION A. Remove foreign substances from surfaces to receive metal items. B. Locate and layout all site furniture and site accessories. Obtain Owner's Representative's acceptance of layout prior to installation. C. Coordinate setting drawings, diagrams, templates, instructions and directions for the installation of items having integral anchors which are to be embedded in concrete construction. Coordinate delivery of such items with concrete work. D. Restore protective covering that have been damaged in shipment or in the installation of the item. Remove protective covering from surfaces only when there is no possibility of damage from work yet to be performed after installation. Retain covering on all similarly finished items and remove only when all are in place to preclude non- uniform oxidation and discoloration. 3.4 INSTALLATION OF SITE FURNISHINGS A. Install where and as shown on plans and details. Install per Manufacturer's directions. Install all pieces level and plumb. B. Provide and install vandal -proof anchors into pavement to secure the site furnishings. C. Paint exposed installation hardware to match furnishing color. D. Shim and level furnishings as required at approved locations. E. Guard against staining or damaging of existing pavements and plantings where site furnishings are to be installed. F. Provide Owner with manufacturer's touch-up paint (1 pint minimum) for each painted furnishing. Supply literature necessary for ordering touch-up paint at a later date. 3.5 TOLERANCES A. Maximum Variation From Plumb: 1/32 inch per foot. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 06, 2019 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 11 67 13 SITE FURNISHINGS Page 5 of 5 3.6 CLEANING A. Perform cleaning during installation of the work and upon completion of the work. Maintain clean surfaces until final acceptance. Remove from site all debris and equipment. Repair all damage resulting from play fields and equipment installation. 3.7 CLEANING/TOUCH-UP A. As Work proceeds, promptly remove concrete where spilled, splashed, or spattered onto site furniture. B. During progress of Work maintain premises free of unnecessary accumulation of tools, equipment, surplus materials, and debris. C. Perform cleaning during installation of the work and upon completion of the work. Maintain clean surfaces until final acceptance. Remove from site all debris and equipment. Repair all damage resulting from furniture and equipment installation. Replace damaged furniture as requested by the Owner's Representative. END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE [2010 JAN 06] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 06, 2019 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 11 6814 PLAYGROUND EQUIPMENT 11 68 14- 1 PLAYGROUND EQUIPMENT Page 1 of 4 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 2. Division 1 - General Requirements. 14 3. Section 1168 13 - Site Furnishings 15 4. Section 1168 16 - Wood Fiber Playground Surfacing 16 5. Section 32 13 13 - Concrete Paving 17 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Measurement for this Item shall be lump sum complete in place 22 2. Payment 23 a. The work performed and the materials furnished in accordance with this 24 Item shall be paid for at the unit price bid per lump sum 25 3. The price bid shall include: 26 a. Furnishing and installing the specified Inlet 27 b. Mobilization 28 c. Excavation 29 d. Hauling 30 e. Disposal of excess materials 31 £ Excavation, forming, backfill and compaction of footings 32 g. Concrete 33 h. Reinforcing steel 34 i. Clean-up 35 1.3 REFERENCES 36 A. Abbreviations and Acronyms 37 1. CPSC —U.S. Consumer Product Safety Commission 38 2. IPEMA - International Play Equipment Manufacturers Association 39 3. TAS — Texas Accessibility Standard CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 06, 2019 Addendum 04 11 68 14- 2 PLAYGROUND EQUIPMENT Page 2 of 4 1 4. TDLR — Texas Department of Licensing and Regulation 2 B. Reference Standards 3 1. ASTM Designation F 1487 (Standard Consumer Safety Performance Specification 4 2. ASTM Designation F1487 (Standard Consumer Safety Performance Specification 5 for Playground Equipment for Public Use) 6 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 7 1.5 SUBMITTALS 8 A. Submittals shall be in accordance with Section 0133 00 9 B. Submittals must be received and approved by the Project Manager prior to ordering 10 equipment. 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A. The Contractor shall be required to submit a Safety Plan indicating the use of 13 temporary construction fencing, signage and barriers necessary to prevent park 14 users from utilizing unfinished equipment for Owner approval at the Pre- 15 Construction meeting. 16 B. Submit manufacturers' documentation of product compliance with CPSC and ASTM 17 F 1487 Standards including: 18 1. All paints and other similar finishes must meet the current CPSC regulation for lead 19 in paint (0.06 percent maximum lead by dry weight). 20 2. Regardless of the material or the treatment process, the manufacturer shall ensure 21 that the users of the playground equipment cannot ingest, inhale, or absorb any 22 potentially hazardous amounts of substances through body surfaces as a result of 23 contact with the equipment. 24 1.7 CLOSEOUT SUBMITTALS 25 A. Submittals Prior to Project Acceptance — Contractor shall submit all manufacturers' 26 literature to the Project Manager prior to acceptance of the project. This shall include: 27 1. Operation and Maintenance Manuals 28 2. Warranty/Guarantee Documentation 29 1.8 MAINTENANCE MATERIAL SUBMITTALS 30 A. Spare Parts 31 B. Extra Stock Materials 32 C. Tools 33 1.9 QUALITY ASSURANCE 34 A. Qualifications 35 1. Manufacturers 36 2. Suppliers 37 3. Fabricators CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 06, 2019 Addendum 04 11 68 14- 3 PLAYGROUND EQUIPMENT Page 3 of 4 1 4. Installers / Applicators / Erectors 2 5. Testing Agencies 3 6. Licensed Professionals 4 B. Certifications 5 C. Preconstruction Testing 6 D. Field [Site] Samples 7 E. Mock-ups 8 1.10 DELIVERY, STORAGE, AND HANDLING 9 A. Protect from inclement weather: wet, damp, extreme heat or cold. 10 B. Store in a manner to prevent warpage, bowing or damage. 11 C. The Contractor will not be allowed to deliver on site and install any playground 12 equipment until grading, mow strip, subsurface drainage and all other hardscape items 13 have been installed and approved by the Project Manager. The Contractor will be 14 required to remove any equipment from the site at own expense and at no additional 15 contract time if found to be in non-compliance to this specification note. 16 1.11 WARRANTY 17 A. Per manufacture specifications. 18 PART 2 - PRODUCTS 19 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 20 2.2 EQUIPMENT 21 A. Manufacturers 22 1. Approved play component structures for the selected playground prototype option 23 and ancillary equipment are listed in the Materials List in the plans. 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3 - EXECUTION 27 3.1 EXAMINATION [NOT USED] 28 3.2 INSTALLERS 29 A. Substitution Limitations 30 3.3 PREPARATION 31 A. General: 32 1. Mark paving removal limits for City approval prior to beginning removal. 33 2. Identify known utilities below grade - Stake and flag locations. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 06, 2019 Addendum 04 11 68 14- 4 PLAYGROUND EQUIPMENT Page 4 of 4 1 3.4 INSTALLATION 2 A. GENERAL: All items shall be supplied by Contractor and installed as per 3 manufacturer's recommendations. 4 B. CONCRETE FOOTINGS: The finished grade of all concrete footings shall be set a 5 minimum twelve inches below the finish grade of surfacing material. 6 C. FASTENERS: All nuts and bolts shall be upset and tack welded to prevent disassembly 7 on all equipment that is not installed with specialized fasteners. 8 3.5 REPAIR [NOT USED] 9 3.6 RE -INSTALLATION 10 11 12 13 A. FALL ZONES: Contractor shall verify all fall zone clearances onsite prior to installing the equipment. Notify the Landscape Architect of any conflicts or discrepancies. The Contractor will be required to remove and reinstall any mow strips / hardscape at own expense and at no additional contract time if fall zone 14 discrepancies are found and require remedy. 15 3.7 FIELD QUALITY CONTROL [NOT USED] 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION [NOT USED] 21 3.13 MAINTENANCE [NOT USED] 22 3.14 ATTACHMENTS [NOT USED] 23 24 25 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE [2010 JAN 061 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 06, 2019 Addendum 04 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 11 69 15 WOOD FIBER PLAYGROUND SURFACING Page 1 of 6 SECTION 11 6915 WOOD FIBER PLAYGROUND SURFACING PART 1— GENERAL 1.1 SUMMARY A. Section Includes: 1. Composite Playground Structure 2. Rope Climber 3. Spring Rider 4. Swing Structure B. Related Specification Sections include but are not necessarily limited to I. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract. 2. Division 1 - General Requirements. 3. Section 1168 13 - Site Furnishings 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be lump sum complete in place 2. Payment a. The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per lump sum 3. The price bid shall include: a. Furnishing and installing the specified Inlet b. Mobilization c. Excavation d. Hauling e. Disposal of excess materials f. Excavation, forming, backfill and compaction of footings g. Clean-up 1.3 REFERENCES A. Abbreviations and Acronyms 1. CPSC — U.S. Consumer Product Safety Commission 2. IPEMA - International Play Equipment Manufacturers Association 3. TAS — Texas Accessibility Standard 4. TDLR — Texas Department of Licensing and Regulation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 06, 2019 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 11 69 15 WOOD FIBER PLAYGROUND SURFACING Page 2 of 6 43 B. Reference Standards 44 1. ASTM Designation F1487 (Standard Consumer Safety Performance Specification 45 2. ASTM Designation F1487 (Standard Consumer Safety Performance Specification for 46 Playground Equipment for Public Use) 47 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 48 1.5 SUBMITTALS 49 A. Submittals shall be in accordance with Section 0133 00 50 B. Submittals must be received and approved by the Project Manager prior to ordering 51 equipment. 52 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 53 A. The Contractor shall be required to submit a Safety Plan indicating the use of 54 temporary construction fencing, sig_nage and barriers necessary to prevent park users 55 from utilizing unfinished equipment for Owner approval at the Pre- Construction 5 6 meeting. 57 B. Submit manufacturers' documentation of product compliance with CPSC and ASTM F1487 58 Standards including: 59 1. All paints and other similar finishes must meet the current CPSC regulation for lead in 60 paint (0.06 percent maximum lead by dry weight). 61 2. Regardless of the material or the treatment process, the manufacturer shall ensure that the 62 users of the playground equipment cannot ingest, inhale, or absorb any potentially 63 hazardous amounts of substances through body surfaces as a result of contact with the 64 equipment. 65 1.7 CLOSEOUT SUBMITTALS 66 A. Submittals Prior to Project Acceptance — Contractor shall submit all manufacturers' literature 67 to the Project Manager prior to acceptance of the project. This shall include: 68 1. Operation and Maintenance Manuals 69 2. Warranty/Guarantee Documentation 70 1.8 MAINTENANCE MATERIAL SUBMITTALS 71 A. Spare Parts 72 B. Extra Stock Materials 73 C. Tools 74 1.9 QUALITY ASSURANCE 75 A. Qualifications 76 1. Manufacturers 77 2. Suppliers 78 3. Fabricators 79 4. Installers / Applicators / Erectors 80 5. Testing Agencies CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 06, 2019 Addendum 04 11 69 15 WOOD FIBER PLAYGROUND SURFACING Page 3 of 6 81 6. Licensed Professionals 82 B. Certifications 83 C. Preconstruction Testing 84 D. Field [Site] Samples 85 E. Mock-ups 86 1.10 DELIVERY, STORAGE, AND HANDLING 87 A. Protect from inclement weather: wet, damp, extreme heat or cold. 88 B. Store in a manner to prevent warpage, bowing or damage. 89 C. The Contractor will not be allowed to deliver on site and install any playground equipment 90 until grading, mow strip, subsurface drainage and all other hardscape items have been 91 installed and approved by the Project Manager. The Contractor will be required to remove 92 any equipment from the site at own expense and at no additional contract time if found to be 93 in non-compliance to this specification note. 94 1.11 WARRANTY 95 A. Per manufacture specifications. 96 97 98 PART 2 — PRODUCTS 99 100 2.1 MATERIALS 101 102 A. ENGINEERED WOOD FIBER SURFACING 103 104 1. Surfacing material shall consist o£ 105 a. Hardwood tree stock in which 80% of material is 1"-11/2" in length X 1/4" 106 to 3/8" diameter maximum size. A delivery ticket from the mill of origin will 107 be required to verify that material is 100% hardwood stock. 108 b. The contractor shall be required to submit samples for approval. However, 109 approval shall in no way mean acceptance of material delivered to the site in 110 the event the Project Manager finds that the delivered material does not meet 111 specifications. 112 113 In the event that the material delivered to the project sites is found to 114 be unacceptable, the Contractor shall be required to remove such 115 material off the site and provide acceptable material. 116 c. Softwood fibers, standard wood chips, bark mulch, recycled wood 117 from pallets or waste wood, shredded or otherwise, twigs, bark, leaf 118 debris or other organic material incorporated within will not be 119 accepted. 120 2. All material shall be compacted to the depth indicated on plans. 121 122 B. DRAINAGE FABRIC 123 124 1. Product used shall be FibarFelt, DuraLiner, or aproved equal polyester nonwoven 125 engineering geotextile fabric. 126 2. Bidder will provide enough material to allow for 12" overlap on all seams. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 06, 2019 Addendum 04 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 11 69 15 WOOD FIBER PLAYGROUND SURFACING Page 4 of 6 C. DRAINAGE MATRIX 1. 4" diameter ADS perforated pipe with sock installed within the subgrade gravel trench as indicated on plans. D. WEAR MATS 1. Product used shall be per playground equipment manufacturer's recommendation and meet ASTM F1292-91 playground surfacing standard for a drop height not to exceed 3.5 feet. Must be installed under all swings and slides to preserve warranty. Method of installation / anchorage shall be per manufacturer's recommendations. PART 3 - SPECIAL REQUIREMENTS 3.1 QUALITY CONTROL A. The Bidder will provide the owner or its designated contractor with all necessary licenses prior to start of construction in accordance with U. S. Patents. B. Supplier must provide test results for impact attenuation in accordance with ASTM F1292-93; Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment. Results must be provided for new material and for 5- year-old material. C. Testing must show "g" ratings of not more than 155g for the 8" thick system, or 120g for the 12" system at 12' fall heights, and HIC values of less than 1,000 for both new and 8- year-old material. D. Product must be wheelchair accessible and meet the requirements of the 1990 Americans with Disabilities Act (ADA) in accordance with ASTM PS83-97. E. The Bidder will provide copies of flammability testing procedures and results using (i) Section 1500.44 of the Federal Hazardous Substance Act, Title 16, Chapter I1, Subchapter C, for rigid and pliable solids, and (ii) 16 CFR Part 1630 Standard for the Surface Flammability of Carpets and Rugs (FF 1-70), Modified Procedure. Testing should be performed by an independent testing laboratory. F. The Bidder will provide copies of testing procedures and results of (i) new shredded wood fibre, and (ii) shredded wood fibre not less than five years old taken from an existing site, performed by an independent testing source using the ASTM F 1292-91 playground safety surfacing standard. G. The Bidder will provide at least three references of handicapped -accessible playgrounds that have been installed with said surface. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 06, 2019 Addendum 04 11 69 15 WOOD FIBER PLAYGROUND SURFACING Page 5 of 6 177 178 3.2 WARRANTY 179 180 All materials and labor under this Section shall be installed by a contractor authorized by the 181 manufacturer. Safety surface shall be warranted for labor and materials for a period of no less 182 than two years. Written warranty must be submitted by the manufacturer and the authorized 183 installer. 184 185 PART 4 - EXECUTION 186 187 4.1 EXAMINATION [NOT USED] 188 4.2 INSTALLERS 189 A. Substitution Limitations 190 4.3 PREPARATION 191 A. Installer shall thoroughly examine the site and specifications, carefully checking the 192 dimensions before starting work. 193 4.4 SUBGRADE 194 195 1. The subgrade shall be graded a minimum of 1.5% (percent) — max. 2%. All roots, 196 stones, and vegetation shall be removed. 197 2. The drainage matrix must be connected to the drainage system. 198 3. The first 6" of subgrade shall be compacted to at least 95 percent of the dry density, 199 as determined by the provisions of AASHTO or T 205, as modified in 203.24. 200 201 4.5 APPLICATION 202 203 A. Wood fiber surfacing system with gravel and sub drain. Install per plans and 204 specifications. 205 206 a. Aggregate Drainage Material 207 208 1. Install sub drain trench per plan. 209 2. Cover subgrade with washed stone, 3/8" to 1/2" diameter, at a uniform 210 depth of three inches. 211 3. Install drainage fabric over drainage aggregate, overlapping all seams by 212 at least 12". Cut to fit around equipment as necessary and overlap seams 213 as previously mentioned. 214 4. Install wood fiber safety surfacing at the depth indicated on plans 215 (compacted). Contractor shall be responsible for applying additional 216 material as required in order to maintain safety surface finish elevation 217 and anticipated settling for a period of sixty (60) days following project 218 acceptance. 219 220 221 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised August 06, 2019 Addendum 04 11 69 15 WOOD FIBER PLAYGROUND SURFACING 222 223 224 225 111►1 ZI] O91[f11 I [1W,1 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 06, 2019 Page 6 of 6 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 Appendi x Appendix GC-4.02 Subsurface and Physical Conditions — Geotechnical Report (Z Boaz Park South and Bunche Park) GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates Davis -Bacon Wage Rates GC-6.24 Nondiscrimination - Special Provisions: Addendum of Federal Requirements for CDBG Funds and City Requirements GR-01 60 00 Product Requirements Weather Table CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION City Project # 100621, 101785, G00037 SPECIFICATION DOCUMENTS Addendum 04 Revised November 22, 2013 GC-4.02 Subsurface and Physical Conditions — Geotechnical Report (Z Boaz Park South and Bunche Park) CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION City Project # 100621, 101785, G00037 SPECIFICATION DOCUMENTS Addendum 04 Revised November 22, 2013 GEOTECHNICAL ENGINEERING STUDY Z. BOAZ PARK IMPROVEMENTS MARY'S CREEK DRIVE FORT WORTH, TEXAS Presented To: Pacheco Koch January 2020 PROJECT NO. 2182-19-17 '�o CMJ ENGINEERING, INC. January 23, 2020 Report No. 2182-19-17 Pacheco Koch 6100 Western Place, Suite 1001 Fort Worth, Texas 76107 Attn: Mr. Christopher J. Tatton, RLA, LI GEOTECHNICAL ENGINEERING STUDY Z. BOAZ PARK IMPROVEMENTS MARY'S CREEK DRIVE FORT WORTH, TEXAS Dear Mr. Tatton: 7636 Pebble Drive Fort Worth, Texas 76118 www.cmj engr.com Submitted here are the results of the geotechnical engineering study performed for the referenced project. This study was performed in general accordance with our Proposal No. 19-7259 dated June 27, 2019 per Subconsultant Agreement for Professional Services dated July 2, 2019 (PK Project No. 4322-19.280). Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Pacheco Koch. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING, INC. TEXAS FIRM REGISTRATION NO. F-9177 Mahsa Hedayati, Ph.D., P.E. Geotechnical Engineer Texas No. 120507 January 23, 2020 Jame P. Sappington IV, P.E. Presi nt Texa No.97402 copies submitted: Mr. Christopher J. Tatton, RLA, LI; Pacheco Koch (email) Phone (817) 284-9400 Fax (817) 589-9993 Metro (817) 589-9992 TABLE OF CONTENTS Paqe 1.0 INTRODUCTION ----------------------------------------------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING-------------------------------------- ------- ------ 2 3.0 SUBSURFACE CONDITIONS-------------------------------------------------------- --_______ ___W_____ 4 4.0 FOUNDATION RECOMMENDATIONS -------------- ------------------------------- ------------------------ 5 5.0 EXPANSIVE SOIL CONSIDERATIONS — ---------- — ------------- — ----------------------------------- 11 6.0 SEISMIC CONSIDERATIONS --- -- ------- W_____________________________-- ----------- 12 7.0 EARTHWORK ------------------------------------------------------------------- -------12 8.0 CONSTRUCTION OBSERVATIONS -------------------------------------- — --- -- — - --16 9.0 REPORT CLOSURE ------- ---------------- ------------ —----- ----------------------------- 17 APPENDIX A Plate Planof Borings ---------------------------------------------------------------------------------------------------------------- A. 1 Unified Soil Classification System ---------------------------------------------------------------------------------------- A.2 Key to Classification and Symbols ------------- ----- Logsof Borings-------------------------------------------------------------------------------------------------------A.4 — A.7 Particle Size Distribution Report-----------------------------------------------------------------------------------------A.8 Free Swell Test Results------------------------------------------ - - _ - - - -A.9 1.0 INTRODUCTION 1.1 Project Description The project, as currently planned, will consist of improvements to the existing Z. Boaz Park, generally located on the southwest corner of the intersection of Mary's Creek Drive and Old Benbrook Road in Fort Worth, Texas. We understand the improvements include a new pavilion, a new playground, an exercise area and concrete pedestrian trails. Plate A.1, Plan of Borings, presents the project vicinity and approximate locations of the exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, and develop recommendations for the type or types of foundations suitable for the project. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data, to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the location and/or elevations of the structures could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 9. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No. 2182-19-17 I CMJ ENGINEERING, INC. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by drilling four (4) soil borings drilled to the depths summarized in Table 2.1.1 below. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. Keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. The boring logs are included on Plates A.4 through A.7. Table 2.2.1: Summary of Boring Nos., Depths and Proposed Structures Boring No. Proposed Construction Depth of Boring (ft) Desired Foundation System 1 Pavilion 25 Slab on Grade 2 Playground 25 Footings 3 Exercise Area 20 Footings 4 Pedestrian Trail 5 N/A Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin -walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at Report No. 2182-19-17 CMJ ENGINEERING, INC. 2 respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+ To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TxDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the logs. In hard materials (rock or rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, plastic limits and percent material passing sieve No. 200), moisture content, unit weight, and unconfined compression tests were performed. Results of the laboratory classification, moisture content, unit weight, and unconfined compression tests conducted for this project are included on the boring logs. Gradation test results are presented on Plate A.8, Particle Size Distribution Report. Swell tests were performed on specimens from selected samples of the clay. These tests were performed to help in evaluating the swell potentials of soils in the area of the proposed building. The results of the swell tests are presented on Plate A.9. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. Report No. 2182-19-17 CMJ ENGINEERING, INC. 3 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Soils encountered in Borings B-1 to B-3 generally consisted of clays and silty clays extending to depths of between 3 and 10 feet below ground surface, underlain by limestone extending to the 25- foot or 20-foot termination depths of these borings. Clay soils were encountered at the ground surface in Boring B-4 and extended to the 5-foot termination depth of the boring. The encountered clays and silty clays were tan and brown to dark brown in color, and occasionally contained fine to coarse sand, gravel, calcareous nodules and deposits, limestone fragments and iron stains. Fractured limestone seams are present within the silty clay in Borings B-3 below 3.5 feet. The clays and silty clays encountered at this site had tested Liquid Limits (LL) of 36 to 70 with Plasticity Indices (PI) of 21 to 52 and are classified as CL or CH by the LISCS. The clay soils vary from very stiff to hard (soil basis) in consistency with pocket penetrometer readings of 3.25 to over 4.5 tsf. The clay soils had tested unit weight values ranging from 101 to 114 pcf with tested unconfined compressive strengths of 5,420 to 24,100 psf. Free swell percentage of the clay and silty clay soils was measured between 2.6% and 3.4%. The encountered limestone materials at this site were tan or gray with occasional clay seams and layers or shale seams and layers. The encountered limestone is considered moderately hard to hard in consistency with Texas Cone Penetrometer (THD) test values of between 1 inch and 2'/2 inches of penetration for 100 hammer blows. The Atterberg Limits and swell tests indicate the various clays encountered at this site are moderately active to highly active with respect to moisture induced volume changes. Active clays can experience volume changes (expansion or contraction) with fluctuations in their moisture content. Results of free swell testing indicate a relatively high potential for moisture induced volume change from present in -situ moisture contents. Report No. 2182-19-17 M CMJ ENGINEERING, INC. 3.2 Ground Water Observations The borings were drilled using continuous flight augers in order to observe ground -water seepage during drilling. Ground -water was not observed in the borings during drilling and the borings were dry upon completion of drilling. Fluctuations of the ground water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. During wet periods of the year, seepage can occur within the clay matrix and atop/within the limestone. The possibility of ground water level fluctuations should be considered when developing the design and construction plans for the project. 4.0 FOUNDATION RECOMMENDATIONS 4.1 General Foundation Considerations Two independent design criteria must be satisfied in the selection of the type of foundation to support the proposed structures. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, must not be exceeded by the bearing pressure transferred to the foundation soils. Second, due to consolidation or expansion of the underlying soils during the operating life of the structures, total and differential vertical movements must be within tolerable limits. The use of a monolithic, slab -on -grade foundation system or spread footings may be considered if anticipated movements can be tolerated. The key to the success of performance of these systems includes obtaining proper design parameters for design for the representative movements anticipated, and construction and post -construction techniques to reduce the possibility of undue movements. Expansive soils will neither heave nor shrink unless the actual moisture content of the soil changes. Therefore, maintaining as constant a moisture content aside and below foundations becomes of paramount importance to reduction of soil movements. Design parameters for these systems are presented below. Report No. 2182-19-17 5 CMJ ENGINEERING, INC. 4.2 Potential Vertical Movements The various clay soils encountered at the site are moderately active to highly active. Analyses indicate that the potential vertical movements of onsite soils due to their expansive characteristics may be on the order of 4 inches for the pavilion and 11/4 to 2'/2 inches for playground and exercise area. The greatest movements will occur where the greater thicknesses of dryer, more highly plastic clays are present. The actual amount of movement will depend greatly on the moisture content of the soils just prior to construction. In other words, where a foundation system is placed upon moist soils, the future expansive soil movement of these soils will be limited since these soils exist in a pre -swelled state, and additional moisture will not cause significant additional heaving of the soils. Conversely, when on -site soils are extremely dry, moisture will cause significant swelling of these soils. Soil movements, significantly larger than estimated, could occur due to inadequate site grading, poor drainage, ponding of rainfall, and/or leaking pipelines. 4.3 Monolithic Slab -on -Grade Foundation System — Pavilion A stiffened, monolithically placed slab -on -grade foundation, either rebar or post -tensioned, may be used for the pavilion structure. The slab foundation must be designed with exterior and interior grade beams to provide sufficient rigidity to tolerate the differential soil movements. These differential movements typically will occur between the periphery and interior of the slab -on -grade system. Foundation movements are anticipated to occur primarily due to post construction heave of the underlying soils but also can occur due to shrinkage of the clays around the perimeter of the slab. Reductions in anticipated movements can be achieved by using methods developed in this area to reduce on -grade slab movements. A more commonly used method consists of placing a 1-foot select fill pad atop 6 feet of moisture conditioned soils. Consideration should be given to extending the moisture conditioning process beyond limits of the foundation to minimize movement at the edge of the foundation. Outside the structure, a poly barrier extending a minimum of 5 feet away from the foundation edge is recommended. The poly barrier should slope down slightly to shed excess moisture away from the structure. Non -expansive fill material should not extend beyond the limits of an impermeable surface, such as the foundation pad or immediately adjacent pavement. The use of these methods will not eliminate the risk of unacceptable movements. Slab -on -grade construction only should be considered if slab movement can be tolerated. The owner must fully understand that if the floor slab is placed on -grade, some movement and resultant Report No. 2182-19-17 CMJ ENGINEERING, INC. A cracking within the floor may occur. This upward slab movement and cracking usually is difficult and costly to repair and may require continued maintenance expense. The foundation should be designed by a structural engineer familiar with stiffened slabs -on -grade subject to differential movement. Design parameters are presented below for PVR and differential swell using the Post -Tensioning Institute's (PTI) slab -on -grade design method, 31d Edition. TABLE 4.3-1 — Slab Design Parameters Design Edge Moisture Variation (em) Differential Swell (ym) Center Lift Edge Lift Center Lift Edge Lift Pad Preparation PVR (in) (ft.) (ft.) (in.) (in.) 1' non -expansive select fill over 1* 8.0 4.1 1.0* 1.4* 6' of moisture conditioned clays * Valid only after installation of 1'of select fill over 6 feet of moisture conditioned clay, as itemized in Section 4.3.1. The edge moisture variation distances (em) for center lift and edge lift conditions were derived based on a Thornthwaite Index of -10 for the project site. A fabric factor of 1.0 is assumed. These recommendations should be reviewed once a grading plan is finalized and/or if the Finished Floor elevation is modified. Beams may be designed based on an allowable soil bearing pressure of 1,800 pounds per square foot or less within the shallow soils. The beams should extend at least 12 inches into properly compacted and tested fill. The beam depth is given in regard to bearing capacity and is not intended to be a structural recommendation. It should be recognized that a post tensioned or conventionally reinforced slab -on -grade foundation system placed at this site will be subject to differential movements as indicated above. If slab stiffness is not sufficient to resist the ground movements, these movements can cause cracking of the foundation slab. Poor drainage, water leaks, free water sources, long-term percolation in recessed planter areas and/or trees can result in greater differential movements. For example, should leaks develop in underground water or sewer lines or the grades around the structures are changed and cause ponding of water, unacceptable slab movements could develop. A greater risk of unsatisfactory foundation performance exists with a slab -on -grade design than for a drilled shaft design. Report No. 2182-19-17 7 CMJ ENGINEERING, INC. Soil treatments presented in this section are referenced as an alternative to the use of a pier and structurally suspended grade beam and floor slab. The owner must fully understand that if the floor slab is placed on -grade, some movement and resultant cracking within the floor may occur. This upward slab movement and cracking usually is difficult and costly to repair and may require continued maintenance expense. The key to the success of this foundation is proper design/construction and providing control of the below -slab water. Providing excellent drainage away from the structure, preventing ponding water aside the slab, and using relatively impermeable backfill to prevent water intrusion via utility line backfill enhance the slab performance. 4.3.1 Mechanical Reworking of Near -Surface Clays with 1 ' Select Fill Ca In general, the procedure is performed as follows: 1. Remove all existing pavements, surface vegetation, trees and associated root mats, organic topsoil and any other deleterious material. 2. Excavate to a uniform depth of 6.5 feet below finished grade. Scarify the exposed clay subgrade, if present, at the base of the excavation, to a depth of 8 inches, adjust the moisture, and compact at a minimum of 3 percentage points above optimum moisture to between 93 and 98 percent of Standard Proctor density (ASTM D 698). Over -compaction should not be allowed. 3. Fill to 1 foot below final grade using site excavated or similar clay soils with no rock fragments greater than 4 inches in maximum dimension. Compact in maximum 9-inch loose lifts at a minimum of 3 percentage points above optimum moisture to between 93 and 98 percent of Standard Proctor density (ASTM D 698). Over -compaction should not be allowed. 4. Complete pad fill using a minimum of 1 foot of sandy clay/clayey sand, non -expansive select fill with a Liquid Limit less than 35 and a Plasticity Index (PI) between 5 and 16. The select fill should be compacted in maximum 9-inch loose lifts at -2 to +3 percentage points of the soil's optimum moisture content at a minimum of 95 percent of Standard Proctor density (ASTM D 698). The select fill should be placed within 48 hours of completing the installation of the moisture conditioned soils. A properly engineered and constructed moisture barrier should be provided beneath the slab -on - grade. Report No. 2182-19-17 0 CM] ENGINEERING, INC. 4.4 Spread Footing System — Playground and Exercise Area 4.4.1 Desic7n Criteria Reinforced concrete spread footings may be used to support structural loads of the Playground and Exercise Area equipment. Individual footings should maintain a minimum width of 3 feet and continuous footings should maintain minimum width of 1.5 feet, but must be wider as required, based upon bearing capacities given below. Individual footings may be square, round or rectangular. Footings should bear at least 2 feet below existing grade within in -situ tan or brown silty clay soils. Under no circumstances may the footings bear atop the highly plastic dark brown clays. Individual footings may utilize an allowable bearing pressure of 2,000 psf while continuous footings may utilize an allowable bearing pressure of 1,500 psf. The factor of safety for the above design values is 3. Footings will be subject to potential movements of up to one (1) inch of total movement, and '/2 inch differential movement between adjacent footings. The base of all excavated footings shall be inspected by a geotechnical engineer or geotechnician under his or her supervision to assure that the bottom is firm, level and free of loose soil material and/or debris. 4.4.2 Shallow Footing Construction Footing construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: • Identification of bearing material • The base and sides of the footing excavation are clean of loose cuttings • If seepage is encountered, whether it is of sufficient amount to require the use of excavation dewatering methods Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the excavation, cleaning, reinforcing steel placement and observation. Excavation for a spread foundation should be filled with concrete before the end of the workday, or sooner if required, to prevent deterioration of the bearing material. 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 Report No. 2182-19-17 CMJ ENGINEERING, INC. 9 order to provide a fresh bearing surface. If more than 48 hours of exposure of the bearing surface is anticipated in the excavations, a "mud slab" should be used to protect the bearing surfaces. If 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 excavations 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 dewatering of excavations if required, and provide a working surface for the placement of formwork and reinforcing steel. If footing excavations are left unprotected and exposed to precipitation and/or other water sources which result in ponding in footing excavations, additional excavation to firm, undisturbed material will be required. Footing concrete should be placed directly against the wall of footing excavations. The excavations above the footings may be backfilled with excavated on -site soils. Backfill soils should be compacted to at least 95 percent of Standard Proctor (ASTIVI D 698) maximum dry density, in compacted lifts not to exceed 6 inches. The soils should be compacted at a moisture near 2 percentage points (-2 to +2 percentage points) of the soil's optimum moisture content. If a moisture conditioned pad is placed in accordance with Section 4.3.1 the corresponding material density and moisture specifications are recommended for all interior fill. 4.4.3 Grade Beams — Playground and Exercise Areas Only In conjunction with a shallow foundation system, all grade beams should be supported by the spread footings. A minimum 6-inch void space should be provided beneath all grade beams to prevent contact with the swelling clay soils_ This void will serve to minimize distress resulting from swell pressures generated by the clays. If a moisture conditioned pad is placed in accordance with Section 4.3.1 and grade beam movements of 1 inch are tolerable, then grade beams may be placed atop the prepared subgrade. Grade beams may be cast on cardboard carton forms or formed above grade. If cardboard carton forms are used, care should be taken to not crush the carton forms, or allow the carton forms to become wet prior to or during concrete placement operations. A soil retainer should be provided to help prevent in -filling of this void. Report No. 2182-19-17 10 CMJ ENGINEERING, INC. Backfill against the exterior face of grade beams or panels should be properly compacted on -site clays. Compaction should be a minimum of 93 percent of ASTM D698, at a minimum of 2 percentage points above the optimum moisture content determined by that test. This clay fill is intended to reduce surface water infiltration beneath the structure. 5.0 EXPANSIVE SOIL CONSIDERATIONS 5.1 Site Drainage An important feature of the project is to provide positive drainage away from the proposed pavilion structure. If water is permitted to stand next to or below the structures, excessive soil movements (heave) can occur. This could result in differential floor slab or foundation movement. A well -designed site drainage plan is of utmost importance and surface drainage should be provided during construction and maintained throughout the life of the structures. Consideration should be given to the design and location of gutter downspouts, planting areas, or other features which would produce moisture concentration adjacent to or beneath the structures or paving. should be given to the use of self-contained, watertight planters. Joints next to the structures should be sealed with a flexible joint sealer to prevent infiltration of surface water. Proper maintenance should include periodic inspection for open joints and cracks and resealing as necessary. Rainwater collected by the gutter system should be transported by pipe to a storm drain or to a paved area. If downspouts discharge next to the structures onto flatwork or paved areas, the area should be watertight in order to eliminate infiltration next to the building. 5.2 Additional Design Considerations The following information has been assimilated after examination of numerous projects constructed in active soils throughout the area. It is presented here for your convenience. If these features are incorporated in the overall design of the project, the performance of the structures should be improved. • Special consideration should be given to completion items outside the building areas, such as sidewalks, signs, etc. They should be adequately designed to sustain the potential vertical movements mentioned in the report. Report No. 2182-19-17 11 CMJ ENGINEERING, INC. • Roof drainage should be collected by a system of gutters and downspouts and transmitted away from the structures where the water can drain away without entering the building subgrade. • Sidewalks should not be structurally connected to the building. They should be sloped away from the buildings so that water will drain away from the structures. • The paving and the general ground surface should be sloped away from the building on all sides so that water will always drain away from the structures. Water should not be allowed to pond near the buildings after a slab has been placed. • Trees and deep-rooted shrubs should not be used as landscaping around the structures perimeter as the root systems can lead to desiccation of the subgrade soils. Any existing trees or trees to be planted should be at a distance from the building such that the building will not fall within the drip line of the mature plants (usually one to one -and -one- half times the mature height of the tree). If existing tree removal is not an acceptable option, a vertical root barrier, extending to a minimum depth of 4 feet, should be constructed around the perimeter of the foundation in proximity to the area described above. Every attempt should be made to limit the extreme wetting or drying of the subsurface soils since swelling and shrinkage will result. Standard construction practices of providing good surface water drainage should be used. A positive slope of the ground away from foundations should be provided to carry off the run-off water both during and after construction. Backfill for utility lines or along the perimeter beams should consist of on -site material so that they will be stable. If the backfill is too dense or too dry, swelling may form a mound along the ditch line. If the backfill is too loose or too wet, settlement may form a sink along the ditch line. Either case is undesirable since several inches of movement is possible and floor cracks are likely to result. The soils should be processed using the previously discussed compaction criteria. 6.0 SEISMIC CONSIDERATIONS Based on the conditions encountered in the borings for the above referenced project the IBC-2016 site classification is TYPE C (very dense soil and hard rock) for seismic evaluation. 7.0 EARTHWORK 7.1 Site Preparation & Material Requirements The site should be stripped of vegetation, roots, old construction debris, and other organic material. It is estimated that the depth of stripping will be on the order of 4 to 6 inches. The actual stripping depth should be based on field observations with particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to Report No. 2182-19-17 12 CMJ ENGINEERING, INC. determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the fill placement or other construction activities. The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment weighing a minimum of 25 tons. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. The on -site soils are suitable for use in general site grading. Imported fill material should be clean soil with a Liquid Limit less than 50 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. 7.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structures backfill zones requiring hand -operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The fill material should be compacted to a density ranging from 95 to 100 percent of maximum dry density as determined by ASTM D 698, Standard Proctor. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a narrower range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small Report No. 2182-19-17 CMJ ENGINEERING, INC 13 areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. If fill is to be placed on existing slopes that are steeper than five horizontal to one vertical, then the fill materials should be benched into the existing slopes in such a manner as to provide a good contact between the two materials and allow relatively horizontal lift placement. Permanent slopes at the site should be as flat as practical to reduce creep and occurrence of shallow slides. The following slope angles are recommended as maximums. The angles refer to the total height of a slope. Site improvement should be maintained away from the top of the slope to reduce the possibility of damage due to creep or shallow slides. TABLE 7.2-1: Maximum Permanent Slope Angles Height (ft.) Horizontal to Vertical 0-3 1:1 3 — 6 2:1 6-9 3:1 > 9 4:1 7.3 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On -site soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface Report No. 2182-19-17 CMJ ENGINEERING, INC. 14 water beneath structures, pipelines, or pavements. If a higher -class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 4- to 6- inch loose lifts. The density and moisture content should be as recommended for fill in Section 8.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 7.4 Excavation Based on the exploration borings, some excavations will encounter limestone. This limestone is generally moderately hard to hard and will require heavy duty specialized equipment for excavation. In addition, overexcavation should be anticipated within the limestones. Overexcavation may result from large blocks or chunks breaking along either weathered or clay seams beyond the planned excavation. The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 7.5 Acceptance of Imported Fill Any soil imported from off -site sources should be tested for compliance with the recommendations for the particular application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off -site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to Report No. 2182-19-17 CMJ ENGINEERING, INC. 15 proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. 7.6 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 7.7 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 8.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Should such anomalies be discovered it is recommended that Pacheco Koch or their designated representative immediately notify CMJ Engineering, Inc. before proceeding further with construction to allow CMJ Engineering, Inc. to reconsider its recommendations as necessary. It is also recommended that Pacheco Koch retain CMJ Engineering, Inc. to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations shall only be considered as preliminary, and not final, recommendations. Report No. 2182-19-17 CMJ ENGINEERING, INC. 16 It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 9.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual -manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground water conditions, this report presents data on ground water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs_ It should be noted that fluctuations in the level of the ground -water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. Report No. 2182-19-17 17 CMJ ENGINEERING, INC. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site (more than twelve months is considered a substantial lapse of time; however, depending on the circumstances, less than six months may be considered a substantial lapse of time), if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. In this regard, if (a) construction at the site does not start within twelve months of the date of this report and (b) CMJ Engineering, Inc. is not present at the site when construction starts to confirm that conditions have not changed since the date of this report, the information in this report cannot be relied upon or used for any purpose. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should Report No. 2182-19-17 CMJ ENGINEERING, INC. 18 indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Pacheco Koch for specific application to design of this project only, and not for additions or modifications to the project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 2182-19-17 19 CMJ ENGINEERING, INC. MARY'S CREEK DRIVE --------------------------- B-1- jr]j 11-1 - - - - - - - - - - - Boring Location Limit of Work 80 FEET ==Non F SCALE B-3 -j PLAN OF BORINGS -DCMJ ENGINE Z. BOAZ PARK IMPROVEMENTS FORT WORTH, TEXAS CMJ PROJECT No. 2182-19-17 Major Divisions Grp. Sym Typical Names Laboratory Classification Criteria Well-graded gravels, gravel- a) o i 1 m > c GW sand mixtures, little or no C�=� - greater than 4 cc= ---- between 1 and 3 > o fines cn o "' DIQ x Cho p C CL O .N m �, Poorly graded gravels, gravel m N u, GP sand mixtures, little or no 6 En u) in Not meeting all gradation requirements for GW U) > �' > in J fines ti v m M U C7 f6 O U o 0 o o z U) o Silty gravels, gravel -sand -silt N �? :.� Liquid and Plastic limits "A" Liquid and plastic limits `V "' r GM mixtures a..N L below line or P.I. plotting in hatched zone p g z c 3� S > 2 L) .2 cn greater than 4 between 4 and 7 are Cn N borderline cases o w lv a o > m Clayey gravels, gravel -sand- o I N " Liquid and Plastic limits q requiring use of dual U) a, o g a GC clay mixtures a) E ZU c .1Z above "A" line with P.I. symbols Q ; greater than 7 � C :� EZ Well -graded sands, gravelly o o °p D , (D,,)- `m E SW sands, little or no fines o C�_0 greater than 6: Ce= between 1 and 3 Dni D,a o U) C m w rno is x U _v) Poorly graded sands; ° N a`)i m m U SP gravelly sands, little or no �5 Not meeting all gradation requirements for SW > d fines v, ` - a c c M p h o a o LO U cn O U) o z a� Silty sands, sand -silt q� m a� m s MCL Liquid and Plastic limits w SM mixtures a ;' N N below "A" line or P.I. less Liquid and plastic limits l a c o o than 4 plotting between 4 and 7 3� c a J 'n are borderline cases Liquid and Plastic limits - M o° c requiring use of dual m 2 SC Clayey sands, sand -clay E a 0) c w above "A" line with P.I. symbols y 0 r U) a Q mixtures a� a N m a, m greater than 7 LJ U Inorganic silts and very fine ML sands, rock flour, silty or LO clayey fine sands, or clayey cn m silts with slight plasticity NInorganic clays of low to sn .N a) CL medium plasticity, gravelly 0 :h.- clays, sandy clays, silty N ° = = clays, and lean clays O Z U) 2 CH v OIL Organic silts and organic silty 4 X r clays of low plasticity y � Inorganic silts, micaceous or ,0 E 4) N �N 30 :Z co .—En LO MH diatomaceous fine sandy or OH a d MH silty soils, elastic silts a .p'• co y > 201 CL ii E 0 M o •a CH Inorganic clays of high o m °' plasticity, fat clays 1 cC in 7 4 ML a dlOL OH Organic clays of medium to 0 o 10 zo ao ao so 70 d high plasticity, organic silts so so so 100 Liquid Limit r C .`n Peat and other highly organic Plasticit Chart y O(on soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES ®_ m ®® m o GRAVEL LEAN CLAY LIMESTONE • •• SAND • ••• SANDY — SHALE SILT SILTY SANDSTONE HIGHLY CLAYEY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAY / Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. 1 2182-19-17 Boring No. Project k-IV1J 9 t Z. Boaz Park Improvements B-1 i Fort Worth, Texas Location Water Observations Pavilion I None during drilling, Dry at completion Completion Completion Depth 25 0' Date 10-23-19 _ Surface Elevation Type NA B-47 -C-0 o Stratum Description o a �o 0 0 �' °" ti ��� y y a-- x N a�ci ❑U o as U 3c N> �= n= may c - N 0E� w (J 9 u�r/? m.2 6E —m E ma o o �� c o o of ly mai- acn JJ 0_� 0.5 �U �J �U0_ _ 5 1 15— 20— CLAY (CH?, dark brown, w/ some gravel, some calcareous nodules and traces of organic material, very stiff to hard 4.25 I 20 4.5+ 19 104 5420 4.5+ 11 SILTY CLAY (CL), brown, w/ fine sand, calcareous deposits and limestone fragments, hard 4.5+ 43 15 28 9 110 4.5+ 76 11 SILTY CLAY (CL), tan, w/ calcareous nodules, limestone fragments, some gravel and occasional iron stains, hard 4.5+ 43 13 30 10 4.5+ 11 LIMESTONE, tan, with clay seams and layers, moderately hard 100/2" LIMESTONE, gray, with shale seams, hard BORING TERMINATED AT 25 FT 100/1" 100/1" LOG OF BORING NO. B-1 PLATE AA �LVl CIVI,IIV L'LI\II♦l.I;\l. Project No. Boring No. Project Z. Boaz Park Improvements 2182-19-17 B-2 Fort Worth, Texas Location Water Observatlons Playground None during drilling, Dry at completion Completion Completion Depth 25 0' 1 Date 10-21-19 Surface Elevation Type NA CME-55 O r a N cLL 0 o Stratum Description o LL me o o_ _ N Q" oQ o aC W a 6 or/? M m o co � It F- aiDUa 5 1 15 20 2& CLAY (CH), dark brown, wl some calcareous nodules, coarse sand and traces of organic material, hard 4.5+ 18 SILTY CLAY (CL), brown, w/ fine sand, calcareous nodules and some gravel, hard 4.5+ 36 15 21 9 110 SILTY CLAY (CL), tan, w/ some gravel, some Ilmestone fragments and traces of organic material, herd 4.5+ 5 LIMESTONE, tan, with clay seams and layers, moderately hard to hard occurs fractured above 5' 100/2.5" 100/1.5" LIMESTONE, gray, with shale seams and layers, hard BORING TERMINATED AT 25 FT NO. B-2 100/1.5" 100/1.5" 100/1.25' LOG OF BORING PLATE A.5 i- XT Project No. Boris No. Project � g I Z. Boaz Park Improvements 2182-19-17 B-3 Fort Worth, Texas Location Water Observations Exercise Area None during drilling, Dry at completion Completion Completion Depth 20 0• Date 10-21-19 Surface Elevation Type NA CME-55 LL o t n C14 c LL a E E o O a 0 o Stratum Description o o LL 0) 0 0 LL _ N LL Em a__- - x Yap ❑U oac L C7 0 (Dv? 'n QE E ma o o c� c o 0-' 0_ mQF- D_U1 JJ o-J n- C �U ❑J ❑CO)d CLAY (CH), dark brown, w/ some calcareous nodules, 3.5 24 some gravel and traces of organic material, very stiff 3.75 70 18 52 22 101 SILTY CLAY (CU, brown, wl calcareous nodules and 4,5+ 15 limestone fagments, hard 4.5+ 11 114 17110 ./ w/ fractured limestone seams below 3.5' LIMESTONE tan, with clay seams and layers, hard 00/1.25' 5 occurs fractured above 5' LIMESTONE. tan and gray LIMESTONE, gray, with shale seams and layers, hard 10011.75 1 100/1.25' 1 100/11, 2 ----------------------- BORING TERMINATED AT 20 FT LOG OF BORING NO. B-3 PLATE AX Project No. Boring No. Project Z. Boaz Park Improvements 2182-19-17 B-4 Fort Worth, Texas Location Water Observations Pedestrian Trail None during drilling, Dry at completion Completion Completion Depth 5.0• Date 10-21-19 Surface Elevation Type NA CME-55 a) O Q o r-L E E S ° m LL m o Stratum Description LL �o w _ N o o o, w0 'O _- Vim- U «O Q) ❑U O aC U 3�� y> '�— Zn maxi .Cn y �E53 UJ W U a) a) N o- E E ca'a O O C C O O 0_ 0_ 070_�-: 0-(A JJ 0_J 0- C U J DUO_ CLAY (CH), dark brown, w/ some calcareous nodules, 3.25 26 some gravel and traces of organic material, very stiff 4.5+ 65 17 48 14 to hard 4.5+ 15 4.5+ 16 110 24100 SILTY CLAY (CL), brown, w/ calcareous nodules and 4.5+ I 13 5_ " limestone fragments,_ hard _ _ J BORING TERMINATED AT 5 FT LOG OF BORING NO. B-4 PLATE A.7 Particle Size Distribution Report C C p C C C� C .0 .y O OV O qOq Op O t0 M N 100 I I I I I I I I I I l l l l I I I I I I I I I ! f l l l 90 I I I I I ! I I I — I I T1 I I I - I I I I I I I I I I I I I I 80 - ! I I I I I I I ] I I I I 70 I I I I I 11 i I I I l l i l w so z i 11 1 l i I I 1 1 1 1 i LL I I 1 1 1 1 i1 I I 1 I I I I Z 50 U I I I I! I I I I I I I I I Q 40 I I I I I I I I I i I I I I 30 I I I I I f l I I I I I I I 20 I I I I l I I -I - I I I ! I I I I I ' I 10 f I I� I 0 I I I I I I I I 1 I l l l i 100 10 1 0.1 0.01 0.061 GRAIN SIZE - mm. %+34- % Gravel % Sand % Fines Coarse Medium Fine Coarse Fine Silt Clay 0 50.4 25.6 LL PL D85 Do D D30 D Din +—Cu- 0 0.0396 0.0230 0.0037 Material Description USCS AASHTO a { i Project No. 2182-19-17 Client: Pacheco Koch Remarks: Project: Z Boaz Park Imprvmts - Mary's Creek - FTW, Tx. o Depth: 4-5 Sample Number: B-1 CMJ ENGINEERING, INC. Fort Worth Texas Figure A.8 FREE SWELL TEST RESULTS Project: Z Boaz Park Improvements Fort Worth, Texas Project No.: 2182-19-17 Boring Depth Sample Liquid Plastic Plasticity Moisture Content Percent No. Interva Description Limit Limit Index Swell I (ft.) LL PL PI Initial Final N B - 1 3-4 Silty Clay (CL) 43 15 28 9.3 I 18.4 2.6 B - 2 1-2 Silty Clay (CL) 36 15 21 9.4 19.4 3.3 B - 3 1-2 Clay (CH) 70 18 52 21.8 25.3 3.4 Free swell tests performed at approximate overburden pressure CMJ ENGINEERING, INC. PLATE A.9 GEOTECHNICAL ENGINEERING STUDY RALPH E. BUNCHE PARK IMPROVEMENTS RAMEY AVENUE FORT WORTH, TEXAS Presented Tc; Pacheco Koch October 2017 PROJECT NO. 2182-17-09 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 �cmi ENGINEERING, INC. October 3, 2017 Report No. 2182-17-09 Pacheco Koch 6100 Western Place, Suite 1001 Fort Worth, Texas 76107 Attn.- Mr. Nicholas Nelson, RLA GEOTECHNICAL ENGINEERING STUDY RALPH E. BUNCHE PARK IMPROVEMENTS RAMEY AVENUE FORT WORTH, TEXAS Dear Mr. Nelson: 7636 Pebble Drive Fort WPrIh, Texas 76118 www.cenjengr.com Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with our Proposal No. 16-6294 dated November 18, 2016. The geotechnical services were authorized via Subconsultant Agreement for Professional Services, Pacheco Koch Project No. 3570-16.290 executed by Mr. Mark A. Pacheco, P.E., R.P.L.S., President. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the construction consultation services during the construction phase of this project. We appreciate the opportunity to be of service to Pacheco Koch. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINF,ERING, INC. TLXA5 FIRM REG15TIZATION No. F-9177 Ja es P. Sappington IV, P.E. Se or Engineer Texas No. 97402 O F.7 E�>j JAM P. SAPPIIJGTQH, IV .....................�... 97402 copies submitted: (2) Mr. Nicholas Nelson, RLA, LEEDO AP; Pacheco Koch (by mail and email) Phone (817) 284-9400 Fax (817) 589-9993 Metro (817) 589-9992 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 TABLE OF CONTENTS Page 1.0 INTRODUCTION ------------------------------------------------------------------------------------------ -----------_ 1 1.1 Project Description -----------------------------------------------------------------------------------------------1 1.2 Purpose and Scope ----------------------------------------------------------------------------------------------1 1.3 Report Format -----------------------------------------------------------------------------------------------------1 2.0 FIELD EXPLORATION AND LABORATORY TESTING ------------------------------------------------------ 2 2.1 Field Exploration-------------------------------------------------------------------------------------------------- 2 2.2 Laboratory Testing--------------------------------------------------------------------------------- ------------- 3 3.0 SUBSURFACE CONDITIONS --------------------------------------------------------------------------------------- 3 3.1 Soil Conditions ---------------------------------------------------------------------------------------------------- 3 3.2 Ground -Water Observations ----------------------------------------------------------------------------------4 4.0 FOUNDATION RECOMMENDATIONS --------------------------------------------------------------------------- 5 4.1 General Foundation Considerations--------_---------------------------------------------------------------- 5 4.2 Potential Vertical Movements------------------------------------__-_-..___..----------------------------------- 5 4.3 Stiffened, Monolithic Slab -on -Grade ------------------------------------------------------------------------- 6 4.4 Straight Drilled Shafts-------------------------------------------------------------------.----------------------- 9 5.0 EXPANSIVE SOIL CONSIDERATIONS------------------------------------------------------------------------ 11 5.1 Site Drainage ---------------------------------------------------------------------------------------------------- 11 5.2 Additional Design Considerations-------------------------------------------------------------------------- 12 6.0 SEISMIC CONSIDERATIONS ----------------------------------------------------------------------------------_-- 13 7.0 EARTHWORK --------------------------------------------------------------------------------------------------------- 13 7.1 Site Preparation------------------------------------------------------------------------------------------------ 13 7.2 Placement and Compaction--------------------------------------------------------------------------------- 14 7.3 Trench Backfill--------------------------------------------------------------------_-..----.,..-------------------- 15 7.4 Excavation------------------------------------------------------------------------------------------------------- 15 7.5 Acceptance of Imported Fill ---------------------------------------------------------------------------------- 16 7.6 Soil Corrosion Potential --------- =----------------------------------------------------------------------------- 16 7.7 Erosion and Sediment Control ------------------------------------------------------------------------------ 16 8.0 CONSTRUCTION OBSERVATIONS---------------------------------------------------------------------------- 17 9.0 REPORT CLOSURE ------------------------------------------------------------------------------------------------- 17 APPENDIX A Planof Borings ---------------------------------------------------------------- Unified Soil Classification --------------------------------------------------- Key to Classification and Symbols ---------------------------------------- Logsof Borings ---------------------------------------------------------------- Free Swell Test Results ----------------------------------------------------- Plate ------------------- -------------------------A.1 --------------------------------------------- A. 2 ---- - - -- - - ---- - - - -- - - - - ------ - ---- - -- -------- A.3 ------------------------------------- A.4 -- A.5 -------------- ------------------------------- A.6 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 1.0INTRODUCTION 1.1 Project Description This report presents the results of a geotechnical engineering study for two covered pavilions within Ralph E. Bunche Park on Ramey Avenue in Fort Worth, Texas. Structural loads are anticipated to be relatively light and no basements are planned. The approximate locations of the exploration borings are depicted on Plate A.1, Plan of Borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, and develop recommendations for the type or types of foundations suitable for the project. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structures could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 9. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No. 2182-17-09 CITY OF FORT WORTH 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 CM] ENGINEERING, INC, Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0FIEL❑ EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by two (2) vertical soil borings. Borings B-1 and B-2 were drilled to a depth of 25 feet below existing grade. The borings were drilled using continuous flight augers at the approximate locations shown ❑n the Plan of Borings, Plate A.I. The boring logs are included on Plates A.4 and A.5 and keys to classifications and symbols used ❑n the logs are provided an Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin -walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is Report No. 2182-17-09 CITY OF FORT WORTH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 CM] ENGINEERING, INC. Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 tabulated at respective test depths, as blows per 6 inches on the logs. In hard materials (rock or rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 glows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unit weight, and unconfined compressive strength tests were performed. Results of the laboratory classification tests, moisture content, unit weight, and unconfined compressive strength tests conducted for this project are included on the boring logs. Swell tests were performed on specimens from selected samples of the clays. These tests were performed to help in evaluating the swell potential of soils in the area of proposed structures. The results of the swell tests are presented on Plate A.6. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Overburden soils encountered in the borings consist of dark brown, brown, tan and gray silty clays: shaly silty clays, shaly clays, and clays of moderate to high plasticity. Limestone fragments are present within the silty clays and clays above 3 feet in Boring B-2 and from 3 to 8 feet in Boring B- 1. Report No. 2182-17-09 CITY OF FORT WORTH 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 CMJ ENGINEERING, INC. Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 The various clay soils had tested Liquid Limit (LL) values of 37 to 60 with Plasticity Indices (PI) of 25 to 44 and classify as CL and CH according to the USCS classification. The clayey soils are generally very stiff to hard (soil basis) with pocket penetrometer values ranging from 3.75 to over 4.5 tsf. Tested unconfined compressive strength and unit weight values ranged from 18,620 to 24,360 and 104 to 125 pcf, respectively. Tan limestone is next present in Boring B-2 at a depth of 10 feet below existing grade. Gray limestone is then encountered in Borings B-1 and B-2 at depths of 21 and 13 feet, respectively. The gray limestone continued to boring termination at a depth of 25 feet in the borings. The gray limestone is considered hard to very hard (rock basis), with Texas Cone Penetrometer (THE) test values of to 1 % inches of penetration for 100 blows. The Atterberg Limits tests indicate the clays at this site are generally active to highly active with respect to moisture induced volume changes. Active clays can experience volume changes (expansion or contraction) with fluctuations in their moisture content. Results of free swell testing indicate a relatively high potential for moisture induced volume change from present in -situ moisture conditions. 3.2 Ground -Water Observations The borings were drilled using continuous flight augers in order to observe ground -water seepage during drilling. Ground -water seepage was not encountered during drilling and the borings were dry at drilling completion. While it is not possible to accurately predict the magnitude of subsurface water fluctuation that might occur based upon these short-term observations, it should be recognized that ground water conditions will vary with fluctuations in rainfall. Fluctuations of the ground water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the boring was performed. During wet periods of the year seepage can occur above and within the tan limestone. The possibility of ground water level fluctuations should be considered when developing the design and construction plans for the project. Report No. 2182-17-09 CM] ENGINEERING, INC. CITY OF FORT WORTH 4 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 4.0 FOUNDATION RECOMMENDATIONS 4.1 General Foundation Considerations Two independent design criteria must be satisfied in the selection of the type of foundation to support the proposed pavilion structures. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, must not be exceeded by the bearing pressure transferred to the foundation soils. Second, due to consolidation or expansion of the underlying soils during the operating life of the structures, total and differential vertical movements must be within tolerable limits. The recommended foundation alternatives for the proposed pavilion structures are discussed below. The moisture induced volume changes associated with the active to highly active clays present at this site indicate that shallow or near surface footings will be subject to differential movements of a potentially detrimental magnitude. The most positive foundation system for the proposed structures would be situated below the zone of most significant seasonal moisture variations. A deep foundation system transferring column loads to a suitable bearing stratum is considered the most positive foundation system. However, the use of a monolithic, slab -on -grade can be used if placed on a prepared subgrade if anticipated movements can be tolerated. If greater load carrying capacity or a foundation system situated below the zone of seasonal moisture change is desired, straight drilled and reinforced concrete shafts penetrating the gray limestone offer a positive foundation system. The key to the success of slab -on -ground performance includes obtaining the proper design parameters for design, designing the slab for the representative movements anticipated, and construction and post -construction techniques to reduce the possibility of undue movements. Expansive soils will neither heave nor shrink unless the actual moisture content of the soil changes. Therefore, maintaining as constant a moisture content aside and below slab foundations becomes of paramount importance to reduction of soil movements. 4.2 Potential Vertical Movements A slab -on -grade foundation system and flatwork placed on -grade at this site will be subject to movement as a result of moisture induced volume changes in the active to highly active clays. The clays expand (heave) with increases in moisture and contract (shrink) with decreases in moisture. The movement typically occurs as post construction heave. The potential magnitude of the Report No. 2182-17-09 CMJ ENGINEERING, INC. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 5 City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 moisture induced movements is rather indeterminate. It is influenced by the soil properties, overburden pressures, and to a great extent by soil moisture levels at the time of construction. The greatest potential for post -construction movement occurs when the soils are in a dry condition at the time of construction. Based on the conditions encountered the borings, potential moisture induced movements are estimated to be on the order of 5 inches for soils in a dry condition for slabs situated near existing grade. Soil movements, significantly larger than estimated, could occur due to inadequate site grading, poor drainage, ponding of rainfall, and/or leaking pipelines. Site grading will affect potential movements. For example, cuts will decrease the potential moisture induced movements while fills using plastic clays will increase the potential movements. 4.3 Stiffened, Monolithic Slab -on -Grade 4.3.1 De, is n Parameters A stiffened, monolithically placed slab -on -grade foundation, either rebar or post -tensioned, used at this site must be designed with exterior and interior grade beams to provide sufficient rigidity to tolerate the differential soil movements. These differential movements typically will occur between the periphery and interior of the slab -on -grade system. Foundation movements are anticipated to occur primarily due to post construction heave of the underlying soils but also can occur due to shrinkage of the clays around the perimeter of the slab. It is recommended that all fill soils be properly placed and compacted in accordance with this report section and Section 7.0 prior to foundation installation. Reductions in anticipated movements can be achieved by using methods developed in this area to reduce on -grade slab movements. A more commonly used method consists of moisture conditioning the soils by mechanically reworking the clays and placing a select fill pad. The installation of a minimum of 1 foot of non -expansive select fill pad over a minimum of 7 feet of mechanically reworked clays should reduce potential movements to on the order of 11/2 inches. Consideration should be given to extending the moisture conditioning process beyond the building line to include flatwork sensitive to movement. The use of these methods will not eliminate the risk of unacceptable movements. Outside the building, a poly barrier capped with a minimum 6 inches of select fill is recommended. The poly barrier should extend a minimum of 5 feet away from the foundation edge and should Report No. 2182-17-09 CITY OF FORT WORTH 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 CMJ ENGINEERING, INC. Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 slope down slightly to shed excess moisture away from the structure. The use of these methods will not eliminate the risk of unacceptable movements. Slab -on -grade construction only should be considered if slab movement can be tolerated. The owner must fully understand that if the floor slab is placed on -grade, some movement and resultant cracking within the floor and interior wall partitions may occur. This upward slab movement and cracking usually is difficult and costly to repair, and may require continued maintenance expense. Moisture conditioning is recommended to be achieved by mechanically reworking the clays as discussed below. The foundation should be designed by a structural engineer familiar with stiffened slabs -on -grade subject to differential movement. Design parameters are presented below for PVR and differential swell using the Post -Tensioning Institute's (PTI) slab -on -grade design method, 3d Edition. Design PVR: 1.5 inches(') Edge Moisture Variation Approximate Center Lift: 8.3 feet(') Approximate Edge Lift: 4.2 feet(') Differential Swell Approximate Center Lift: 1.0 inch(') Approximate Edge Lift: 1.5 inches(') (1) After 7 feet of mechanically reworking the clays with installation of 1 foot select fill cap, per Section 4.3.2 It should be recognized that a post tensioned or conventionally reinforced slab -on -grade foundation system placed at this site will be subject to differential movements as indicated above. If slab stiffness is not sufficient to resist the ground movements, these movements can cause cracking of interior sheet rock walls and exterior brick walls. Poor drainage, water leaks, free water sources, long-term percolation in recessed planter areas and/or trees can result in greater differential movements. For example, should leaks develop in underground water or sewer lines or the grades around the structures are changed and cause ponding of water, unacceptable slab movements could develop. A greater risk of unsatisfactory foundation performance exists with a slab -on -grade design than for a drilled shaft design. Report No. 2182-17-09 CITY OF FORT WORTH 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 CMj ENGINEERING, INC. Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 Beams may be designed based on an allowable soil bearing pressure of 1,800 pounds per square foot or less within the shallow soils. The beams should extend at least 12 inches into compacted and tested fill. The beam depth is given in regard to bearing capacity and is not intended to be a structural recommendation. The key to the success of this foundation is proper design/construction, and providing control of the below -slab water. Providing excellent drainage away from the structure, preventing ponding water aside the slab, and using relatively impermeable backfill to prevent water intrusion via utility line backfill enhance the slab performance. A properly engineered and constructed moisture barrier should be provided beneath the slab -on - grade. 4.3.2 Mechanical Reworking of Near -Surface Clays with 1' Select Fill Cap In general, the procedure is performed as follows: 1. Remove all existing pavements, surface vegetation, trees and associated root mats, organic topsoil and any other deleterious material. 2. Excavate surficial clays to a minimum of 7.5 feet below finished grade. Scarify the exposed clay subgrade, at the base of the excavation, to a depth of 8 inches, adjust the moisture, and compact at a minimum of three percentage points above optimum moisture to between 93 and 98 percent of Standard Proctor density (ASTM ❑ 698). Over -compaction should not be allowed. 3. Fill pad to 1 foot below final grade using site excavated. or similar clay soils. Compact in maximum 9-inch loose lifts at a minimum of three percentage points above optimum moisture to between 93 and 98 percent of Standard Proctor density (ASTM D 698). Over -compaction should not be allowed. 4. Complete pad fill using a minimum of 1 foot of sandy clay/clayey sand, non -expansive select fill with a Liquid Limit less than 35 and a Plasticity Index (PI) between 5 and 16. The select fill should be compacted in maximum 9-inch loose lifts at -2 to +3 percentage points of the soil's optimum moisture content at a minimum of 95 percent of Standard Proctor density (ASTM ❑ 698). The select fill should be placed within 48 hours of completing the installation of the moisture conditioned soils. Soil treatments presented in this section are referenced as an alternative to the use of a pier and structurally suspended grade beam and floor slab. The owner must fully understand that if the floor slab is placed on -grade, some movement and resultant cracking within the floor and interior wall partitions may occur. This upward slab movement and cracking usually is difficult and costly to repair, and may require continued maintenance expense. Report No. 2182-17-09 CM] ENGINEERING, INC. CITY OF FORT WORTH 8 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 As previously discussed, site grading will affect potential moisture induced movements. For example, fills using clays will increase potential movements while cuts will decrease the potential movements. The above recommendations should be reviewed once grading plans have been finalized. 4.4 Straight Drilled Shafts 4.4.1 Design Parameters Recommendations and parameters for the design of cast -in -place straight shafts are outlined below. Specific recommendations for the construction and installation of the drilled shafts are included in the following section, and shall be followed during construction. Bearing Stratum Gray LIMESTONE Depth of Pier Bearing Stratum: 13 to 21 feet below existing grades Required Shaft Depth: All piers should penetrate into the bearing strata a minimum depth of 2 feet. Deeper penetrations may be necessary to develop the required load carrying capacity. Allowable End Bearing Capacity: 40,000 psf Allowable Skin Friction: Applicable below a minimum penetration of 2 feet in the gray limestone and below any temporary casing; 6,500 psf for compressive loads and 4,500 psf for tensile loads. The above values contain a safety factor of three (3). Penetrations greater than the minimum penetration may be required to develop additional skin friction and/or uplift resistance. Settlement of properly constructed shafts should be primarily elastic and are estimated to be less than 3/ inch. In order to develop full load carrying capacity in end bearing, adjacent shafts should have a minimum center -to -center spacing of 2.5 times the diameter of the larger shaft. Closer spacing may require some reductions in skin friction and/or changes in installation sequences. Closely spaced shafts should be examined on a case -by -case basis. As a general guide, the design end bearing will vary linearly from the full value at a spacing of 2.5 diameters to 50 percent of the design value at 1 diameter. Report No. 2182-17-09 CMJ ENGINEERING, INC. CITY OF FORT WORTH 9 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 Drilled shaft design parameters for use with Lpiie based on our laboratory test results are presented in Table 4.4.1-1 together with our recommended design stratigraphy. The design depth interval is referenced from present existing grades. For the limestone, the "Strong Rock" model is suitable for use with LpIle. TABLE 4.4.1 ---1 - RECOMMENDED LATERAL LOAD DESIGN VALUES Design Total Design Soil Type Unit Weight Design Strength s50 k-value (pei) (pef) Uniaxial Compressive Gray Limestone 140 strength (psl) 0.0005 E=1X108psi 1,500 4.4.2 Soil Induced Uplift Loads The drilled shafts could experience tensile loads as a result of post construction heave in the site soils. The magnitude of these loads varies with the shaft diameter, soil parameters, and particularly the in -situ moisture levels at the time of construction. In order to aid in the structural design of the reinforcement, the reinforcement quantity should be adequate to resist tensile forces based on soil adhesion equal to 1,800 psf acting over the upper 10 feet of the pier shaft. This load must be resisted by the dead load on the shaft, continuous vertical reinforcing steel in the shaft, and a shaft adhesion developed within the bearing strata as previously discussed. 4.4.3 Drilled Shaft Construction Considerations Drilled pier construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: Identification of bearing material ■ Adequate penetration of the shaft excavation into the bearing layer The base and sides of the shaft excavation are clean of loose cuttings If seepage is encountered, whether it is of sufficient amount to require the use of temporary steel casing. if casing is needed it is important that the field representative observe that a high head of plastic concrete is maintained within the casing at all times during their extraction to prevent the inflow of water Report No. 2182-17-99 CvIJ ENGINE-ERING, INC. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 10 City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the drilling, cleaning, and observation. Excavation for a drilled pier should be filled with concrete before the end of the workday, or sooner if required to prevent deterioration of the bearing material. Prolonged exposure or inundation of the hearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the drilled pier excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. Excavations for the shafts should be maintained in the dry. The concrete should have a slump of 5 inches plus or minus 1 inch. The concrete should be placed in a manner to prevent the concrete from striking the reinforcing cage or the sides of the excavation. Concrete should be tremied to the bottom of the excavation to control the maximum free fall of the plastic concrete to less than 10 feet, or focus concrete in the middle of the reinforcing cage to prevent segregation. A drilling rig of sufficient size and weight will be necessary for drilling and/or coring through the hard layers to reach the desired bearing stratum and achieve the required penetration. It should be anticipated that hard to very hard zones can be present in the tan limestone overlying the gray limestone and in the gray limestone itself. The hard to very hard layers can complicate pier drilling operations. In addition to the above guidelines, the specifications from the Association of Drilled Shaft Contractors Inc. "Standards and Specifications for the Foundation Drilling Industry" as Revised 1999 or other recognized specifications for proper installation of drilled shaft foundation systems should be followed. 5.0 EXPANSIVE SOIL CONSIDERATIONS 5.1 Site Drainage An important feature of the project is to provide positive drainage away from the proposed buildings. If water is permitted to stand next to or below the structures, excessive soil movements (heave) can occur. This could result in differential floor slag or foundation movement. Report No. 2 t 82-1 i-09 CITY OF FORT WORTH 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 CM] ENGINEERING, INC. Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 A well -designed site drainage plan is of utmost importance and surface drainage should be provided during construction and maintained throughout the life of the structures. Consideration should be given to the design and location of gutter downspouts, planting areas, or other features which would produce moisture concentration adjacent to or beneath the structures or paving. Consideration should be given to the use of self-contained, watertight planters. Joints next to the structures should be sealed with a flexible joint sealer to prevent infiltration of surface water. Proper maintenance should include periodic inspection for open joints and cracks and resealing as necessary. Rainwater collected by the gutter system should be transported by pipe to a storm drain or to a paved area. If downspouts discharge next to the structure onto flatwork or paved areas, the area should be watertight in order to eliminate infiltration next to the buildings. 5.2 Additional Design Considerations The following information has been assimilated after examination of numerous projects constructed in active soils throughout the area. It is presented here for your convenience. If these features are incorporated in the overall design of the project, the performance of the structure should be improved. • Special consideration should be given to completion items outside the building area, such as stairs, sidewalks, signs, etc. They should be adequately designed to sustain the potential vertical movements mentioned in the report. • Roof drainage should be collected by a system of gutters and downspouts and transmitted away from the structure where the water can drain away without entering the building subgrade. ■ Sidewalks should not be structurally connected to the building. They should be sloped away from the building so that water will drain away from the structure. • The paving and the general ground surface should be sloped away from the building on all sides so that water will always drain away from the structure. Water should not be allowed to pond near the building after the slab has been placed. ■ Every attempt should be made to limit the extreme wetting or drying of the subsurface soils since swelling and shrinkage will result. Standard construction practices of providing good surface water drainage should be used. A positive slope of the ground away from the foundation should be provided to carry off the run-off water both during and after construction. Report No. 2182-17-09 CITY OF FORT WORTH 12 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 CMJ ENGINEERING, INC. Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 • Backfill for utility lines or along the perimeter beams should consist of on -site material so that they will be stable. If the backfill is too dense or too dry, swelling may form a mound along the ditch line. If the backfill is too loose or too wet, settlement may form a sink along the ditch line. Either case is undesirable since several inches of movement is possible and floor cracks are likely to result. The soils should be processed using the previously discussed compaction criteria. 6.0 SEISMIC CONSIDERATIONS Based on the conditions encountered in the borings for the above referenced project the IBC-2016 site classification is TYPE ❑ for seismic evaluation. 7.0 EARTHWORK 7.1 Site Preparation The existing ground surface should be stripped of vegetation, roots, and other organic material. It is estimated that the depth of stripping will be on the order of 4 to 6 inches. The actual stripping depth should be based on field observations with particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the fill placement or other construction activities. The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. Particular attention should be given to proof rolling known existing fill areas. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. Repot i No. 2182-17-09 CITY OF FORT WORTH 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 CM] ENGINEERING, INC. Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 7.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand -operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, s❑ that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on -site soils are suitable for use in general site grading. Imported fill material should be clean soil with a Liquid Limit less than 60 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. The fill material should be compacted to a density ranging from 95 to 100 percent of maximum dry density as determined by ASTM D 698, Standard Proctor. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor Report No. 2182-17-09 CITY OF FORT WORTH 14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 CM] ENGINEERING, INC. Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. If fill is to be placed on existing slopes that are steeper than five horizontal to one vertical, then the fill materials should be benched into the existing slopes in such a manner as to provide a good contact between the two materials and allow relatively horizontal lift placement. 7.3 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On -site soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 4- to 6- inch loose lifts. The density and moisture content should be as recommended for fill in Section 7.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 156 linear feet of trench, with a minimum of 2 tests per lift. 7.4 Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Permanent slopes at the site should be as flat as practical to reduce creep and occurrence of shallow slides. The following slope angles are recommended as maximums. Report No. 2182-17-09 CM] ENGINEERING, INC. CITY OF FORT WORTH 15 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 TABLE 7.4-1 Maximum Slope Angles Height (ft.) Horizontal to Vertical 0-3 1:1 3--6 2:1 6-9 3:1 > 9 4:1 The above angles refer to the total height of a slope. Site improvement should be maintained away from the top -of the slope to reduce the possibility of damage due to creep or shallow slides. Trench safety recommendations are beyond the scope of this report, The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 7.5 Acceptance of Imported Fill Any soil imported from off -site sources should be tested for compliance with the recommendations for the particular application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off -site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project, 7.6 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 7.7 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with Report No. 2182-17-09 CITY OF FORT WORTH 16 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 CMJ ENGINEERINc, INC. Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 8.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. M111N4161:494011181411 N ::1 The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual -manual procedures were used to generally classify each stratum. Therefore, it should be understood that Report No. 2182-17-99 CMJ ENGINEERING, INC. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground -water conditions, this report presents data on ground -water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground -water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to Report No. 2182-17-09 CMj ENGINEERING, INC. CITY OF FORT WORTH 18 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Pacheco Koch for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. These recommendations should be reviewed once a grading plan is finalized. Report No. 2182-17-09 CMJ ENGINEERING, INC CITY OF FORT WORTH 19 Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 RAMEY AVENUE I I I I I I I 1 I I I Ralph E. Bunche Park I � I •� II f I t I 1 t .r t LEGEND: � ► I t # 1 Baring Location ;' I I Approximate Site Boundary C3 50 120 FEET ors APPROXIMAfE SCALE �ENGXNEER11VCr INC. CMJ PROJECT No. 2182-17-09 FI TZHUG H AVENUE PLAN OF BORINGS RALPH E. BUNCHE PARK IMPROVEMENTS FORT WORTH, TEXAS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 FL A TE A.1 Narks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 Major Divisions qm. Typical Names m �, Well -graded gravels, gravel- w GW sand mixtures, little or no o finesIL N > m w N O N m w Poorly graded gravels, gravel P F ``0 U J GP sand mixtures, little or no T ai En m N ) -- fines 0 0. 0-C a) N � > •En ❑ U c0i C co Silty gravels, gravel -sand -silt �? N m GM mixtures Go m � (tit � L_ N � C 3 •iA tl: C ~ �= tiw m v N b u {C o 2 ° Clayey gravels, gravel -sand- to m Q GC clay mixtures c o E ❑ L W c Welt -graded sands, gravelly IV ,C N °,' Vl m SW sands, little or no fines y w �o U is o N (D m Poorly graded sands; a ' - U SP gravelly sands, little or no fines N Q L N a'� ❑ o rV L m c N❑ O N p Liz y C C D a U) [] O aZ rn a1 SM Ql B ❑ ❑ Silty sands, sand -silt mixtures u N f4 L ❑ O U N P En m O ca 7 Q ate-+ N � w � ❑1 [R (D Clayey sands, sand -clay 0 n S� mixtures oo Q Inorganic sifts and very fine sands, rock flour, silty or ML clayey fine sands, or clayey silts with slight plasticity y 61 Inorganic clays of low to m Y3 m medium plasticity, gravelly aN CL clays, sandy clays, silty clays, 5 cv = - and lean clays o U) P ❑ Z Organic silts and organic silty 4 :F QL clays of law plasticity N 0 05 m N Z,3 Inorganic silts, micaceous or LO MH diatomaceous fine sandy or . ° m silty soils, elastic silts C m rn 2 LL E Inorganic clays of high a' CH plasticity, fat clays 1 2s Organic clays of medium to 0 Z:� OH high plasticity, organic silts —' Peat and other highly organic Pt soils O Laboratory Classification Criteria ❑� (D3o)2 c ---- greater than 4: Gc=-------------- between land 3 D10 DIG x Dso Not meeting all gradation requirements for GW Liquid and Plastic limits Liquid and plastic limits below "A" line or P.I. plotting in hatched zone greater than 4 between 4 and 7 are borderline cases Liquid and Plastic limits requiring use of dual above "A" line with P.I. symbols greater than 7 D6U tD3Dl2 C j ----- greater than 6: cc= ------------- between land 3 Dio DIG x D60 Not meeting all gradation requirements for SW Liquid and Plastic limits below "A" line or P.I. less Liquid and plastic limits than 4 plotting between 4 and 7 are borderline cases Liquid and Plastic limits requiring use of dual above "A" line with P.I. symbols greater than 7 i CH J •P OH a d MH CL ML aid OL r JCL- ltiti 1' } 0 10 20 30 40 50 60 70 80 90 100 Liquid Limit Plasticity Chart UNIFilI Q,iFf "AfpS1F1C►4TI0N SYSTEM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 PLATE A.2 City Project # 100621, 101785, G00037 Addendum 04 SOIL. OR ROCK TYPES GRAVEL m LEAN CLAY LIMESTONE ��•' SAND �'•. SANDY SHALE SILT SILTY _. SANDSTONE CLAYEY HIGHLY Shelly split Rock Cone No PLASTIC CLAY GONGLOMERATE Tube Auger Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0,0 to 1.0 Firm 1.0 to 1.5 stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils {More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 VeryLoose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 7O% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, iron oxide are common cementing materials. and iron oxide are common cementing materials. and Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KE TION AND SYMBOLS PLATE A.3 ar s improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 Project 2182-1.7-09 No, Boring No. B-1 See Plate A.1 Completion 25.0' E Date 9-14-17 Surface Elevation Project Ralph E. Bunche Park Ramey Avenue - Fort Improvements Worth, Texas Lr1V1J C[Y aa1YCCRA[Y a AAVI. Location Water Observations Dry during drilling; dry Type B-47, wl GFA at completion Completion Depth LL o U LLi o Ci � � o du? mar O N z° r�u� a a E �-:i �� t= CL -E ma a� c v o 0 r- -D_3 C U— 00 c o o D0a. N N Stratum Description 5 10 15 20 51, CLAY, dark brown, hard -wl ironstone nodules and limestone fragments below 3' 4.5+ 9 4.5+ 10 4.5+ 13 118 24360 4.5+ 15 4.5+ 60 16 44 14 114 4.5+ 14 SILTY CLAY I SHALY SILTY CLAY, tan, hard LIMESTONE, gray, hard 46 4.5+ 19 27 15 C5+ 14 120 20170 4.5+ 15 l}011.37 ' I _ LOG OF BORING No, B-1 PLATE AA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 Project No. Boring No. 2182-17-09 _ B-2 Location See Plate A.1 Completion Completion Depth 25.0' Date 9-14-17 Surface Elevation i 6 z .0 a] E o 5 1 9 n z a a O m Project Ralph E. Bunche Park Improvements Ramey Avenue - Fort Worth, Texas Water Observations Dry during drilling; dry at completion Type B-47, wJ CFA Stratum Description SILTY CLAY, prawn to oarx Drown, wr calcareous nodules and limestone fragments, hard SILTY CLAY, tan, hard SHALY CLAY, tan and gray, very stiff to hard n gray, tiara to very CMr ENGINEERING INC. 0 ❑.��- N Zkm LL O �o a- � in ni to '- N 2' T7 .7 '� ❑ - N =' 9 N N 0] !n E 06 vj - O-'a G 7 D! D m❑ 1— mm arry LrE �� TE �� my a C oo �L) -� D 0❑❑ �0o. U- o LOG OF BORING NO. B-2 PLATE A.5 J TH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 FREE SWELL TEST RESULTS Project: Ralph E. Bunche Park Improvements Ramey Avenue - Fort Worth, Texas Project No.: 2182-17-09 Boring No. Depth Interval (ft.) ample Description Liquid Limit Plastic Limit Plasticity Index Moisture Content % Percent Swell a ( boy LL PL Pi initial Final B-1 4-5 Clay 60 16 44 14.3 - 6.9 B-2 7-8 5haly Clay 60 21 39 23.6 24.9 1.8 Free swell tests performed at approximate overburden pressure CC41 W�J�gVV 4G, INC. PLATE A.S Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 GC-6.06.D Minority and Women Owned Business Enterprise Compliance CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION City Project # 100621, 101785, G00037 SPECIFICATION DOCUMENTS Addendum 04 Revised November 22, 2013 7/30/2020 B2Gnow CITY OF FORT WORTH CONTRACT COMPLIANCE MEMORANDUM THIS FORM MUST BE ATTACHED TO THE ROUTING "M & C" BEFORE LAW DEPARTMENT AND CITY MANAGER APPROVAL To: Department Project Manager From: Office of Business Diversity Date: July 30, 2020 In the Amount of: $1,143,090.30 100621, 101785, 000037 DOE/Project No. Project/Bid: Park Improvements at Capps Park, Bunche Phase II, Z Boaz South 1. Compliance with the City's Business Diversity Enterprise (BDE) Ordinance has been achieved by the following method: NORTHSTAR CONSTRUCTION, LLC is in compliance with the City's BDE Ordinance by committing to 12.00% MBE participation on this project. The City's MBE goal on this project is 12%. https://fortworth.diversitycompliance.com/FrontPage/DiversityMain.asp?XlD=4515 1/1 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort ,North Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Northstar Construction, LLC offeror MNVIDBE nyl NON-MNUIDBE PROJECT NAME: Park Improvements At: Capps Park, Bunche Phase II, Z Boaz South BID DATE Q612512Q2Q City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 12 % 12 % 100621, 101785, G00037 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. MBEs fisted toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and. Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered Vt tier, a payment by a subcontractor to its supplier is considered 2rd tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency [NCTRCA] or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract, The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 2/10/15 FU * W�oxTH 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. SUSCONTRACTORISUPPL.IER Company Name Address Telephone/Fax Email Contact Person T i e r NCTRCA N ° n M B E Detail Subcontracting Work Detail Supplies Purchased DollarAmount e E B E Cowtown RediMix 1 Concrete P.O. Box 162327 $ 64,000.00 Ft. Worth, TX 76161 817-759-1919 ❑ Max Ulrich maxcowtown@yahoo.com Genesis Earth Solutions 1 Erosion Control $ 7,000.00 632 Tweed Drive Ft. Worth, Tx 76131 585-329-7036 Young Tewksbury young @gen esisearthsol ution s.com MCS 1 Playground 836 Big Sky Lane $ 127,750.00 Ft. Worth, TX 76131 817-975-8641 ® ❑ Ruben Martinez rmartinez.mcs@gmail.com CT&S Metalworks 1 Guardrail $ 9,646.00 1513 Maryland Dr. Irving, TX 75061 972-554-9629 ❑ ❑� Bruce Witter bwitter@ctands.com Rev. 2110115 FORT�WaRT__H ATTACHMENT IA Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOWSUPPLIER Company Name Address Telephone/Fax Email Contact Person T i e r NCTRCA N ° n M e E Detail Subcontracting Work Detail supplies Purchased DollarAmount IN B E W B E Barnsco, Inc. 1 Reinforcing $ 12,000.00 P.O. Box 541087 Steel, Concrete Dallas, TX 75354 817-740-2400 ❑ ❑ Accessories Greg Forbess greg@barnsco.com PFL Industries 1 Landscape/ $ 87,335.15 P.O. 2262 Denton, TX 76202 888-645-4333 Kamran Salim ❑ Irrigation kamran@ perfectfinishlandscaping .cam Bean Electrical Inc. 1 Electrical $ 92,055.00 821 E. Enon Avenue Ft. Worth, TX 76140 817-561-7400 ❑ ❑ Chip Bean cbean@beanelectrical.com Child's Play, Inc. 1 Exercise $ 91,835.50 10661 Shady Trail Equipment & Dallas, TX 75220 972-484-0600 ❑ ❑ Amenities Kathy Robertson kathy@childsplayinc.net ❑ ❑ Rev. 2/10/15 FORT WORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ 134,750.00 Total Dollar Amount of Non -MBE Subcontractors/Suppliers $ 356,871.65 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 491,621.65 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 ChangelAddrtron form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City worst for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature President Northstar Construction, LLC Company Name 2112 Sofona Street Address Fort Worth, Texas 76117 CitylState/Zip 0104Mf_ZA- IIE-1.1, L10-1 Printed Signature Contact Namerfitle (if different) 817-244-8885 817-244-8886 Telephone and/or Fax mi ke@northstar93. com E-mail Address 06/29/2020 Date Rev. 2/10115 GC-6.07 Davis -Bacon Wage Rates CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION City Project # 100621, 101785, G00037 SPECIFICATION DOCUMENTS Addendum 04 Revised November 22, 2013 DAVIS-BACON WAGES 511 N2020 beta. SAM. gov "General Decision Number: TX20200026 e3/13/2020 Superseded General Decision Number: TX20190026 State: Texas Construction Type: Heavy Counties: Johnson, Parker and Tarrant Counties in Texas. Heavy Construction Projects (Including Water and Sewer Lines) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the ED, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1}(ii} (or the EO minimum wage rate,if it is higher than the conformed wage rate). The ER minimum wage rate will be adjusted annually. Please note that this EO applies to the above -mentioned types of contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but it does not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/03/2020 1 03/1312020 * PLUM0146-002 11/01/2019 Rates Fringes PLUMBER/PIPEFITTER...............$ 32.53 9.50 ---------------------------------------------------------------- SUTX1990-041 06/01/1990 Rates Fringes CARPENTER ........................$ 10.40 $3.64 Concrete Finisher ................$ 9.81 ELECTRICIAN ......................$ 13.26 Form Setter ......................$ 7.86 Laborers: Common ......................$ 7,25 Utility .....................$ 8.09 httpsJJbeta.sam.goviwage-determination[TX20200026l17index--vd&keywords=&is active=true&sort=-mcdifiedOate&date_filter index=0&date_rad_s... 114 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 511312020 beta.SAM.gov PAINTER .......................... $ 10.89 Pipelayer ......... ............... $ 8.43 Power equipment operators: Backhoe.... ........ ....... ..$ 11.89 3.30 Bulldozer ...................$ 10.76 Crane ..... .................$ 13.26 3.30 Front End Loader............$ 10.54 Mechanic ... ................. $ 10.93 Scraper .....................$ 10.00 Reinforcing Steel Setter ......... $ 10.64 TRUCK DRIVER .....................$ 7.34 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note. Executive Order (EC) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the E0 is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: https:/1beta.sam.9ovMage-determination/TX20200026/11?index--wd&keywords=&is active=true&sort=-modif3edDate&dale filter index=0&date rad_s... 214 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 Si 1312020 beta.SAM,gov PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non -union rates. Example. SULA2012-087 5/13/2014, SU indicates tfie rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will he updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be- * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling https:flbeta:sam.govlwage-determinationfTX202000261I?index--wd&keywords=&is active=true&sort=-modifiedDate&date fiter index=08date_rad_s,.. 3f4 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 511312020 beta.SAM.gov On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should he with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 296 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ---------------------------------------------------------------- END OF GENERAL DECISION" https=f1beta.sam_govlwage-determinationffX2020002WI?index--wd&keywords=&is_active=true&sort=-rnodiFedDate&date filter index=0&dale rad_s,., 4f4 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 GC-6.24 Nondiscrimination - Special Provisions: Addendum of Federal Requirements for CDBG Funds and City Requirements CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION City Project # 100621, 101785, G00037 SPECIFICATION DOCUMENTS Addendum 04 Revised November 22, 2013 This Addendum is hereby incorporated into the agreement by reference herein for all purposes. ADDENDUM OF FEDERAL REQUIREMENTS FOR COMMUNITY DEVELOPMENT BLOCK GRANT FUNDS The following sections must be included in bid documents and contracts or subcontracts involving the use of United States Department of Housing and Urban Development (HUD) Community Development Block Grant (CDBG) funds. 1.0. Lead -Based Paint Requirements. If applicable, Contractor will comply with Federal lead -based paint requirements including lead screening in housing built prior to 1978 in accordance with 24 CFR Part 570.608 and 24 CFR Part 35, subparts A, B, J, K, M, and R, and the Lead: Renovation, Repair and Painting Program Final Rule, 40 CFR Part 745, in any construction and/or rehabilitation of the Required Improvements. 2.0. Terms Applicable to Contractors, Subcontractors and Vendors. Contractor understands and agrees that all terms of this Contract, whether regulatory or otherwise, shall apply to any and all Subcontractors and Vendors of Contractor which are in any way paid with CDBG funds or who perform any work in connection with the Work. Contractor shall cause all applicable provisions of this Contract to be included in and made a part of any contract or subcontract executed in the performance of its obligations hereunder, including if applicable its obligations regarding the CDBG Regulations, the CDBG Requirements, and the City Requirements during the Construction Period. Contractor shall monitor the services and work performed by its Subcontractors and Vendors and Others on a regular basis for compliance, as applicable, with the CDBG Regulations, the CDBG Requirements, and the City Requirements as well as the Contract provisions. Contractor must cure all violations of the CDBG Regulations committed by its Subcontractors or Vendors. Contractor acknowledges that the provisions of this Section shall survive the earlier termination or expiration of this Contract and be applicable for the length of the Construction Period and for 5 years thereafter. 3.0. Contractor, Vendor and Subcontractor Requirements. Contractor will use commercially reasonable efforts to ensure that all Subcontractors or Vendors utilized in the construction of the Work are appropriately licensed and such licenses are maintained throughout the construction of the Work. Contractor shall ensure that all Subcontractors or Vendors utilized by Contractor in the construction of the Work are not debarred or suspended from performing the Contractor's, Subcontractor's or Vendor's work by the City, the State of Texas, or the Federal government. Contractor acknowledges that 24 CFR Part 85.35 forbids Contractor from hiring or continuing to employ any Subcontractor or Vendor that is listed on the Federal Excluded Parties List System for Award Management, www.sam.gov ("SAM"). Contractor must confirm by search of SAM that all Subcontractors or Vendors are not listed as being debarred, both prior to hiring and prior to submitting a Partial Pay Estimate which includes invoices from any such Subcontractor or Vendor. Failure to submit such proofs of search shall be an event of default. In the event that City determines that any Subcontractor or Vendor has been debarred, suspended, or is not properly licensed, Contractor CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G0003 Revised November 22, 2013 Addendum 04 shall immediately cause such Subcontractor or Vendor to stop work on the Work and Contractor shall not be reimbursed for any work performed by such Subcontractor or Vendor. However, this Section should not be construed to be an assumption of any responsibility or liability by City for the determination of the legitimacy, quality, ability, or good standing of any Contractor, Subcontractor or Vendor. Contractor acknowledges that the provisions of this Section pertaining to SAM shall survive the termination of this Contract and be applicable for the length of the Construction Period. 4.0. Environmental Review. Funds will not be paid, and costs cannot be incurred, until City has conducted and completed an Environmental Review Record as required by 24 CFR Part 58. The environmental review may result in a decision to proceed with, modify, or cancel the project. 4.01 Mitigation. If applicable, Contractor must implement mitigation actions outlined in the Environmental Review Record. Failure to complete the required mitigation action is an event of default under this Contract. 5.0. Compliance With All Applicable Laws and Regulations. Contractor agrees to comply fully with all applicable laws and regulations that are currently in effect or that are hereafter amended during the term of this Contract and throughout the Construction Period. Those laws include, but are not limited to: ➢ CDBG Regulations found in 24 CFR Part 570. ➢ Title I of the Housing and Community Development Act of 1974, as amended, (42 USC 5301 et seq.) ➢ Title VI of the Civil Rights Act of 1964 (42 U.S.C. Sections 2000d et seq.) including provisions requiring recipients of federal assistance to ensure meaningful access by person of limited English proficiency ➢ The Fair Housing Act, Title VIII of the Civil Rights Act of 1968 (42 U.S.C. Sections 3601 et seq.) ➢ Executive Orders 11063, 11246 as amended by 11375 and 12086 and as supplemented by Department of Labor regulations 41 CFR, Part 60 ➢ The Age Discrimination in Employment Act of 1967 ➢ The Age Discrimination Act of 1975 (42 U.S.C. Sections 6101 et seq.) ➢ The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. Sections 4601 et seq. and 49 CFR Part 24) ("URA") ➢ Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. Sections 794 et seq.) and 24 CFR Part 8 where applicable ➢ National Environmental Policy Act of 1969, as amended, 42 U.S.C. sections 4321 et seq. ("NEPA") and the related authorities listed in 24 CFR Part 58. ➢ The Clean Air Act, as amended, (42 U.S.C. Sections 1251 et seq.) and the Clean Water Act of 1977, as amended (33 U.S.C. Sections 1251 et seq.) and the related Executive Order 11738 and Environmental Protection Agency Regulations at 40 CFR Part 15. In no event shall any amount of the assistance provided under this Contract be utilized with respect to a facility that has given rise to a conviction under the Clean Air Act or CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G0003 Revised November 22, 2013 Addendum 04 the Clean Water Act. ➢ Immigration Reform and Control Act of 1986 (8 U.S.C. Sections 1101 et seq.) specifically including the provisions requiring employer verifications of legal status of its employees ➢ The Americans with Disabilities Act of 1990 (42 U.S.C. Sections 12101 et seq.), the Architectural Barriers Act of 1968 as amended (42 U.S.C. sections 4151 et seq.) and the Uniform Federal Accessibility Standards, 24 CFR Part 40, Appendix A ➢ Regulations at 24 CFR Part 87 related to lobbying, including the requirement that certifications and disclosures be obtained from all covered persons ➢ Drug Free Workplace Act of 1988 (41 U.S.C. Sections 701 et seq.) and 24 CFR Part 23, Subpart F ➢ Executive Order 12549 and 24 CFR Part 5.105(c) pertaining to restrictions on participation by ineligible, debarred or suspended persons or entities ➢ Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act ➢ Guidelines of the Environmental Protection Agency at 40 CFR Part 247 ➢ For contracts and subgrants for construction or repair, Copeland "Anti -Kickback" Act (18 U.S.C. 874) as supplemented in 29 CFR Part 5 ➢ For construction contracts in excess of $2,000, and in excess of $2,500 for other contracts which involve the employment of mechanics or laborers, Sections 103 and 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327A 300) as supplemented by 29 CFR Part 5 ➢ Lead -Based Paint Poisoning Prevention Act (42 U.S.C. 4801 et seq.), as amended by the Residential Lead -Based Paint Hazard Reduction Act of 1992 (42 U.S.C. 4851 et seq.) and implementing regulations at 24 CFR Part 35, subparts A, B, M, and R ➢ Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards, 2 CFR Part 200 et seq. ➢ Federal Funding Accountability and Transparency Act of 2006, (Pub.L. 109-282, as amended by Section 6205(a) of Pub.L. 110-252 and Section 3 of Pub.L. 113-101) ➢ Federal Whistleblower Regulations, 10 U.S.C. 2409,41 U.S.C. 4712, 10 U.S.C. 2324, 41 U.S.C. 4304 and 41 U.S.C. 4310. 5.01 HUD -Assisted Proiects and Employment and other Economic Opportunities; Section 3 Requirements. 5.01.01. Requirement that Law Be Quoted in Covered Contracts. — Certain Requirements Pertaining to Section 3 of the Housing and Urban Development Act of 1968 as Amended (12 U.S.C. Sections 1701 et seg.) and its Related Regulations at 24 CFR Part 135 If the construction of the Work will cause the creation of new employment, training, or contracting opportunities on a Contractor or Subcontractor level resulting from the expenditure of the CDBG Funds, Contractor shall comply with the following and will ensure that its Subcontractors also comply. If the work performed under this Contract is on a project assisted under a program providing direct Federal financial assistance from HUD, Section 3 of 24 CFR 135.38 ("Section 3") requires that the following clause, shown in italics, be inserted in all covered contracts ("Section 3 Clause"): CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G0003 Revised November 22, 2013 Addendum 04 Section to be quoted in covered contracts begins: "A. The work to be performed under this contract is subject to the requirements of Section 3 of Housing and Urban Development Act of 1968, as amended, 12 U.S.C. section 1701 u (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD -assisted programs covered by Section 3, shall to the greatest extent feasible, be directed to low- and very -low income persons, particularly persons who are recipients of HUD assistance for housing. B. The parties to this contract agree to comply with HUD's regulations in 24 CFR Part 135, which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the Part 135 regulations. C. The contractor agrees to send to each labor organization or representative of workers with which it has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers' representatives of the contractor's commitments under this Section 3 clause and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprentice and training positions, the qualifications for each; and the name and location of the person(s) taking applications for each of the positions; and the anticipated date the work shall begin. D. The contractor agrees that it will include this Section 3 clause in every subcontract to comply with regulation in 24 CFR Part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 clause, upon finding that the subcontractor is in violation of the regulations in 24 CFR Part 135. The contractor will not subcontract with any subcontractor where it has notice or knowledge that the subcontractor has been found in violation of regulations in 24 CFR 135. E. The contractor will certify that any vacant employment positions, including training positions that are filled: (1) after the contractor is selected but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR Part 135 require employment opportunities to be directed, were not filled to circumvent the contractor's obligations under 24 CFR Part 135. The contractor will not subcontract with any subcontractor where it has notice or knowledge that the subcontractor has been found in violation of regulations in 24 CFR 135. F. Noncompliance with HUD's regulation in 24 CFR Part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD -assisted contracts. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G0003 Revised November 22, 2013 Addendum 04 G. With respect to work performed in connection with Section 3 covered Indian housing assistance, section 7(b) of the Indian Self - Determination and Education Assistance Act (25 U.S.C. section 450e) also applies to the work to be performed under this Contract. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian -owned Economic Enterprises. Parties to this contract that are subject to the provisions of Section 3 and Section 7(b) agree to comply with Section 3 to the maximum extent feasible, but not in derogation of compliance with Section 7(b). " Section to be quoted in covered contracts ends. 5.01.02. Contractor Responsibilities for Section 3 Requirements. Contractor understands and agrees that compliance with the provisions of Section 3, the regulations set forth in 24 CFR Part 135, and all applicable rules and orders of HUD shall be a condition of the Federal financial assistance provided to the Project binding upon City and Contractor, and their respective successors, assigns, contractors and subcontractors. Failure to fulfill these requirements shall subject Contractor and its subcontractors and vendors and their respective successors and assigns to those sanctions specified by this Contract through which Federal assistance is provided and to such sanctions as are specified by 24 CFR Part 135. Contractor's responsibilities include: 5.01.02.01. Implementing procedures to notify Section 3 residents and business concerns about training, employment, and contracting opportunities generated by Section 3 covered assistance; 5.01.02.02. Notifying potential contractors working on Section 3 covered projects of their responsibilities; 5.01.02.03. Facilitating the training and employment of Section 3 residents and the award of contracts to Section 3 business concerns; 5.01.02.04. Assisting and actively cooperating with the NSD in making contractors and subcontractors comply; 5.01.02.05. Refraining from entering into contracts with contractors that are in violation of Section 3 regulations; 5.01.02.06. Documenting actions taken to comply with Section 3; and 5.01.02.07 Submitting Section 3 Annual Summary Reports (form HUD- 60002) in accordance with 24 CFR Part 135.90. 5.01.03. Section 3 Reporting Requirements. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G0003 Revised November 22, 2013 Addendum 04 5.01.03.01. Contractor must report all applicants for employment by Contractor and any Subcontractor to City on an annual basis. This shall include name, address, zip code, date of application, and status (hired/not-hired) as of the date of the report. 5.01.03.02. Contractor must advertise available positions to the public for open competition, and provide documentation to City with the quarterly report that demonstrates such open advertisement, in the form of printout of Texas Workforce Commission posting, copy of newspaper advertisement, copy of flyers and listing of locations where flyers were distributed, and the like. 5.01.03.03. Contractor must report all contracts awarded by Contractor and Subcontractor to City on an annual basis. This shall include name of Contractor and/or Subcontractor, address, zip code, and amount of award as of the date of the report. 6.0. Prohibition Against Discrimination. 6.01. General Statement. Contractor, in the execution, performance or attempted performance of this Contract, and in operation of services provided on the Property, shall comply with all non- discrimination requirements of 24 CFR 570.607 and the ordinances codified at Chapter 17, Article III, Division 4 — Fair Housing of the City Code. Contractor may not discriminate against any person because of race, color, sex, gender, religion, national origin, familial status, disability or perceived disability, sexual orientation, gender identity, gender expression, or transgender, nor will Contractor permit its officers, members, agents, employees, vendors, or project participants to engage in such discrimination. This Contract is made and entered into with reference specifically to the ordinances codified at Chapter 17, Article III, Division 3 - Employment Practices of the City Code, and Contractor hereby covenants and agrees that Contractor, its officers, members, agents, employees, vendors, and contractors, have fully complied with all provisions of same and that no employee, or applicant for employment has been discriminated against under the terms of such ordinances by either or its officers, members, agents, employees, vendors, or contractors. 6.02. No Discrimination in Employment during the Performance of this Contract. During the performance of this Contract, Contractor agrees to the following provision, and will require for the construction of the Work that its Subcontractors and Vendors also comply with such provision by including it in all contracts with its Subcontractors or Vendors: (Subcontractor's or Vendor's Name] will not unlawfully discriminate against any employee or applicants for employment because of race, color, sex, gender, religion, national origin, familial status, disability or perceived disability, sexual orientation, gender identity, gender expression or transgender. [Subcontractor's or Vendor's Name] —will take CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G0003 Revised November 22, 2013 Addendum 04 affirmative action to ensure that applicants are hired without regard to race, color, sex, gender, religion, national origin, familial status, disability or perceived disability, sexual orientation, gender identity, gender expression or transgender and that employees are treated fairly during employment without regard to their race, color, sex, gender, religion, national origin, familial status, disability or perceived disability, sexual orientation, gender identity, gender expression or transgender. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. [Subcontractor's or Vendor's Name agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause. (Subcontractor's or Vendor's Namel will, in all solicitations or advertisements for employees placed by or on behalf of jSubcontractor's or Vendor's Namel , state that all qualified applicants will receive consideration for employment without regard to race, color, sex, gender, religion, national origin, familial status, disability or perceived disability, sexual orientation, gender identity, gender expression or transgender. Subcontractor's or Vendor's Name] covenants that neither it nor any of its officers, members, agents, employees, or contractors, while engaged in performing this Contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age or because of any disability or perceived disability, except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. (Subcontractor's or Vendor's Name] further covenants that neither it nor its officers, members, agents, employees, contractors, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this Contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. 6.03. Contractor's Contractors and the ADA. In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any of its contractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its contractors. CONTRACTOR WARRANTS IT WILL FULLY COMPLY WITH ADA'S PROVISIONS AND ANY OTHER APPLICABLE FEDERAL, STATE AND LOCAL LAWS CONCERNING DISABILITY AND WILL DEFEND, INDEMNIFY AND HOLD CITY HARMLESS AGAINST ANY CLAIMS OR ALLEGATIONS ASSERTED BY THIRD PARTIES OR CONTRACTORS AGAINST CITY ARISING OUT OF CONTRACTOR'S AND/OR ITS CONTRACTORS', AGENTS' OR EMPLOYEES' ALLEGED FAILURE TO COMPLY WITH THE ABOVE -REFERENCED LAWS CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G0003 Revised November 22, 2013 Addendum 04 CONCERNING DISABILITY DISCRIMINATION IN THE PERFORMANCE OF THIS CONTRACT. 7.0 Labor Standards. 7.01. As applicable, Contractor agrees to comply with the requirements of the Secretary of Labor in accordance with the Davis -Bacon Act (40 U.S.C. 276a-7) as amended, the provisions of Contract Work Hours and Safety Standards Act (40 U.S.C. 327 et seq.) and all other applicable Federal, State and local laws and regulations pertaining to labor standards insofar as those acts apply to the performance of this Contract. Contractor agrees to comply with the Copeland Anti - Kick Back Act (18 U.S.C. 874 et seq.) and its implementing regulations of the United States Department of Labor at 29 CFR Part 5. Contractor shall maintain documentation that demonstrates compliance with hour and wage requirements of this Contract and the CDBG Regulations. Such documentation shall be made available promptly to City for review upon request. 7.02. Contractor agrees that, where required by the CDBG Regulations, all contractors engaged under contract for construction, renovation or repair work financed in whole or in part with assistance provided under this Contract, shall comply with Federal requirements adopted by City pertaining to such contracts and with the applicable requirements of the regulations of the Department of Labor under 29 CFR Parts 1, 3, 5 and 7 governing the payment of wages and ratio of apprentices and trainees to journey workers; provided that, if wage rates higher than those required under these regulations are imposed by state or local law, nothing hereunder is intended to relieve Contractor of its obligation, if any, to require payment of the higher wage. Contractor shall cause or require to be inserted in full provisions meeting the requirements of this paragraph in all such contracts subject to such regulations. 7.03. If applicable, Contractor and all lower tier subcontractors will comply with the Davis -Bacon Act as described and attached as Federal Labor Standards Provisions — Davis - Bacon Requirements (form HUD-4010). Contractor shall provide City access to employee payrolls, Subcontractor payrolls and other wage information for persons performing construction of the Project. Payrolls must be submitted to the Neighborhood Services Department weekly, and must be available to Neighborhood Services Department staff upon request. In addition, Contractor shall ensure that City will have access to employees and Subcontractors and their employees in order to conduct onsite interviews with laborers and mechanics. Contractor shall inform its Subcontractors that City staff and/or Federal agencies may conduct periodic employee wage interview visits during the construction of the Work to ensure compliance. 8.0 Subcontracting with Small and Minority Firms, Women's Business Enterprises and Labor Surplus Areas 8.01. For procurement contracts $50,000.00 or larger, Contractor agrees to abide by City's policy to involve Minority Business Enterprises and Small Business Enterprises and to provide them equal opportunity to compete for contracts for construction, provision of professional services, purchase of equipment and supplies and provision of other services required by City. Contractor agrees to incorporate the City's BDE Ordinance, and all amendments or successor policies or ordinances thereto, into all CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G0003 Revised November 22, 2013 Addendum 04 contracts and subcontracts for procurement $50,000.00 or larger, and will further require all persons or entities with which it so contracts to comply with said ordinance. 8.02 It is national policy to award a fair share of contracts to disadvantaged business enterprises ("DBEs"), small business enterprises ("SBEs"), minority business enterprises ("MBEs"), and women's business enterprises ("WBEs"). Accordingly, affirmative steps must be taken to assure that DBEs, SBEs, MBEs, and WBEs are utilized when possible as sources of supplies, equipment, construction and services. 8.03 In order to comply with Federal reporting requirements, Contractor must submit the form attached as Contract and Subcontract Activity (form HUD-2516) for each contract or subcontract with a value of $10,000.00 or more paid or to be paid with the CDBG Funds. Contractor shall submit this form annually by the date specified in the form and in the manner and to the person identified in writing, which shall be provided to Contractor at the pre - construction conference. 9.0 Right to Inspect Contractor Contracts It is agreed that City has the right to inspect and approve in writing, prior to any charges being incurred, any proposed contracts between Contractor and (i) its Subcontractors, including any lower tier subcontractors engaged in any activity that is funded as a part of the construction of the Work to ensure they contain Davis -Bacon Act and Section 3 requirements, (ii) Vendor contracts arising out of the construction of the Work, and (iii) any third party contracts to be paid with CDBG Funds. 10.0 Certification Regarding Lobbying. The undersigned representative of Contractor hereby certifies, to the best of his or her knowledge and belief, that: No Federal appropriated funds have been paid or will be paid, by or on behalf of Contractor, to any person for influencing or attempting to influence an officer or employee of any Contractor, a member of Congress, an officer or employee of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan or cooperative agreement. If any funds other than federally appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Contractor, member of Congress in connection with this Federal contract, grant, loan or cooperative agreement, Contractor shall complete and submit Standard Form-LLL, `Disclosure Form to Report Lobbying, " in accordance with its instructions. This certification is a material representation of fact upon which reliance was placed when this Contract was made or entered into. Submission of this certificate CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G0003 Revised November 22, 2013 Addendum 04 is a prerequisite for making or entering into this Contract imposed by 31 U.S.C. Section 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10, 000.00 and not more than $100, 000.00 for each such failure. Contractor shall require that the language of this certification be included in all subcontracts or agreements involving the expenditure of federal funds. Contractor agrees that Contractor is bound by the terms and conditions set out in this Addendum and further agrees that this Addendum is part of the Contract Documents and is incorporated into the Agreement for all purposes. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G0003 Revised November 22, 2013 Addendum 04 GR-01 60 00 Product Requirements & Weather Table CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION City Project # 100621, 101785, G00037 SPECIFICATION DOCUMENTS Addendum 04 Revised November 22, 2013 FORTWORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: September 06, 2019 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Department's Standard Products List. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 Table of Content (Click on items to go directly to the page) Items Page A. Water & Sewer 1. Manholes & Bases/Components........................................................... 1 2. Manholes & Bases/Fiberglass............................................................... 2 3. Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4. Manholes & Bases/Frames & Covers/Round....................................... 4 5. Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6. Manholes & Bases/Precast Concrete .................................................... 6 7. Manholes & Bases/Rehab Systems/Cementitious................................ 7 8. Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9. Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer............................................................................... 10 11. Pipes/Ductile Iron................................................................................. 11 12. Utility Line Marker............................................................................... 12 B. Sewer 13. Coatings/Epoxy..................................................................................... 13 14. Coatings/Polyurethane.......................................................................... 14 15. Combination Air Valves....................................................................... 15 16. Pipes/Concrete...................................................................................... 16 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE.......................................................................................... 19 20. Pipes/PVC (Pressure Sewer)................................................................. 20 21. Pipes/PVC*........................................................................................... 21 22. Pipes/Rehab/CIPP................................................................................. 22 23. Pipes/Rehab/Fold & Form.................................................................... 23 24. Pipes/Open Profile Large Diameter...................................................... 24 C. Water 25. Appurtenances....................................................................................... 25 26. Bolts, Nuts, and Gaskets....................................................................... 26 27. Combination Air Release Valve........................................................... 27 28. Dry Barrel Fire Hydrants...................................................................... 28 29. Meters................................................................................................... 29 30. Pipes/PVC (Pressure Water)................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement..................................................................... 34 35. Sampling Stations................................................................................. 35 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 Hr 3 o� Q rT O 1�1 z R n r z C N � � U Ca o � v N U _ Q F � d d N 0o N � a.o rn � M 3 � U a U H O U y U � R ro M d � 0 M M M C V C O O x — La o ro m � x 15 x ro o ro x W O L i4 M M M M M IS M u ar Mo 0 O E i U' T a Ln 00 ai M W n U o Q v1 r Y C i--I a, O a O > O O ti CL E u — v Y O M d d IS m a m o in O E Y O 3 C7 'o m 00 v m v n _0 m Q O c ri vcq E w w O > O o cL # E u v Y O N cu bl L 'J Hr O 0 �T N i� O z ro cd ro ce <d 'd ro ro ro ro m m m cd Id Q A as ab b b a a a a Q a a Q Q N N N N M M N N N M M M M M O O O O M OO 00 O F" i~ Q H o _ �23 ad 3S a3 F Q Q Q Q Q G a > e � C7 4 o x x 7 Q O 7 Q 5 Q Cy N r N �Nn U ry N N M U N a b c f m ti x A G a o G U U ❑ 3 O m 'O U m ° 'kr. o v Q v C Q v v C m a m C. 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GJ y N N N i3 N N � F4 C4 Ri > Ri CG 1 it W W W W W m (y M 0 M N U M u bl w wk, 3 Hr Q A Q A 00 00 00 00 U V U U k ro C7 aj a v A 3 W � 0 G W o a a ❑ a ay�a � w � � o z M ti O O 0 r; M M U w 0000 1 it W W W M ty M v n N M + O n O ` O d � co oo 0 1-1 O � c-I C c N N a1 O > O O -4 Q E Y O f0 d c� u Lm M a o 0 O E Y O 7 l7 'a IO C d N M o � -a O � N a v E tD a1 O > O O -4 Q E u — v Y O CITY OF FORT WORTH Pre -Approved Concrete Mix Designs The concrete mix designs listed below meet the requirements of City of Fort Worth Standard Specifications. These mix designs are pre -approved for use on City projects. The City reserves the right to sample and test materials at any time. For more information on mix designs, contact the Material and Geotechnical Services at (817) 392-8930. Updated: 09/17/2020 American Concrete Companv Supplier Mix ID Cement/Fly ash Min. 28-day Strength (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date Lbs. Sack 3DCAF029 376/94 = 470 S.00 3,000 3-5 0.50 Sidewalks & Ramps 02/21/2022 01JAF382 250/85 = 335 3.56 1,000 4-6 0.87 Concrete Base Material for Trench Repair OS/06/2022 40CNF06S 451/113 = 564 6.00 4,000 3 - 5 0.45 Manholes / Utility Structures 02/21/2022 45CAF076 i 489/122 = 611 6.SO 4,500 3-5 0.40 Hand Placed Paving 02/21/2022 Ar os Supplier Mix ID pp Cement/Fly ash Min. 28-day Slump W/Cm Approved For: Expiration Lbs. Sack Strength (psi) (Inch) Ratio Date D10000001737 468/117 = 585 6.22 4,500 3-5 0.44 Hand Placed Paving 03/03/2022 D10000001791 489/122 = 611 6.50 4,500 3-5 0.42 Hand Placed Paving 04/21/2022 D10000001793 481/120 = 601 6.39 4,500 3-5 0.43 1 Hand Placed Paving 07/28/2022 D10000001103 611/0 = 611 6.50 4,500 3-5 0.44 Hand Placed Paving 04/21/2022 D10000002107 611/0 = 611 6.50 4,500 3-5 0.43 Hand Placed Paving 05/07/2022 D10000008381 752/0 = 752 8.00 4,500 (4,500 3-5 0.33 HES Paving 08/04/2022 @ 72 hrs.) D10000009857 30/300 = 330 3.51 50 Flow 0.91 Flowable Fill 04/21/2022 Inlets, Junction Boxes, Manholes, D10000001055 494/0 = 494 5.26 3,000 3-5 0.50 Channel Liner, 02/27/2022 Sidewalk, Driveways, Curb & Gutter D1000001043S 470/0 = 470 5.00 3,000 3-5 0.56 Sidewalks, Curbs 06/15/2022 D1000001619S 414/103 = 517 5.50 3,600 3-5 0.48 Valley Gutter 06/25/2022 Curbs, Curb & D1000001565S 376/94 = 470 5.00 3,000 3-5 0.54 Gutter, Sidewalk, 06/15/2022 Driveway Approach, ADA Ramp Pre -Approved Concrete Mix Designs Page 1 of 9 09/17/2020 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 Supplier Mix ID Cement/Flv ash Min. 28-day Slump W/Cm Approved For: Expiration Lbs. Sack Strength -(psi) _(Inch_) Ratio Date Inlets, Boxes, D10000001615 406/101 = 507 5.39 3,600 3 - 5 0.49 Encasement, 04/21/2022 Blocking Inlets, Boxes, D10000001061 S02/0 = 502 5.34 3,600 3 - 5 Encasement, 04/21/2022 Blocking D10000001083 554/0 = 554 5.89 4,000 3 - S 0.46 Valve Pads 04/21/2022 D10000001685 451/113 = 564 6.00 4,000 3 - S 0.45 Value Pads 04/21/2022 Inlets, Structures, D10000001083 S54/0 = 554 5.89 4,000 3 - S 0.45 Headwalls, Thrust 03/06/2022 Blocking Headwall, Retaining D10000001681 451/113 = 564 6.00 4,000 3-5 0.45 Wall, Box Culvert, 06/19/2022 Valley Gutter Bq D Concrete Supplier Mix ID Cement/Flv ash - Min. 28-day Strength Slump (Inch) W/Cm Ratio Approved For: Expiration Date Lbs. Sack (psi) 14500AE 1 846/0 = 846 9.00 4,500 3-5 0.38 HES Paving 07/14/2022 Burnco Texas LLC Supplier Cement/Fly ash (Ibs.) Min. 28-day Slump W/Cm Expiration Mix ID Strength (psi) (Inch) Ratio Approved For: Date Lbs. Sack 45U500BG 489/122 = 611 6.50 4,500 3-5 0.40 Hand Placed Paving, 01/29/2022 Storm Structures 40U553BG 451/113 = 564 6.00 4,000 1-3 0.41 Machine Placed Paving 01/29/2022 55U120AG 705/0 = 705 7.50 5,500 (3,000 3-5 0.38 HES Paving 10/14/2021 @ 3-daysl Pipe Collars, Inlets, 30U100AG 470 / 0 = 470 5.00 3,000 3-5 0.47 Thrust Blocks, 03/03/2022 Sidewalks and Ramps 30U101AG 470/0 = 470 5.00 3,000 3-5 0.49 Flatwork 03/17/2022 Blocking, Driveways, 30U500BG 380/94 = 474 5.04 3,000 3-5 0.49 Curb & Gutter, 01/29/2022 Sidewalks and Ramps Storm Drain 40U500BG 451/113 = 564 6.00 4,000 3-5 0.44 Structures, Driveways, 01/29/2022 Screen walls 36U500BG 432/108 = 540 5.74 3,600 3-5 0.44 Lighting and Traffic 01/29/2022 Signal Foundations 08Y450BA 210/50 = 260 2.77 800 3-5 0.93 Concrete Base for 12/17/2021 Trench Repair 01Y690BF 30/300 = 330 3.51 100 1 Flow 0.86 CLSM / Flowable Fill 01/29/2022 Pre -Approved Concrete Mix Designs Page 2 of 9 09/17/2020 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 Charley's Concrete Supplier Cement/Fly ash Min. 28-day Slump W/Cm Expiration Mix ID Strength (psi) (Inch) Ratio Approved For: Date lbs. Sack 4142 414/103 = 517 5.50 3,600 3-5 0.48 Curb Inlets, Junction 03/05/2022 Boxes 4145 414/103 = 517 5.50 1 3,600 1-3 0.48 Machine Placed Paving 03/23/2022 5167 517/0 = 517 5.50 3,600 1-3 OAS Machine Placed Paving 03/23/2022 4609 489/122 = 611 6.50 4,500 3-5 0.44 Hand Placed Paving, 02/25/2022 Manholes 6103 611/0 = 611 6.50 4,500 3-5 0.44 Hand Placed Paving, 02/25/2022 Manholes 4502 470/0 = 470 5.00 3,000 3 - S 0.46 Sidewalks, Blocking 08/10/2022 3759 376/94 = 470 S.00 3,000 3-5 0.50 Sidewalks 05/28/2022 1518 30/300 3.51 150 Flow 0.85 Flowable Fill 09/17/2022 5642 564/0 = 564 6.00 4,000 3-5 0.45 Junction Box 09/17/2022 6595 658/0 = 658 7.00 5,000 (4500 3 - S 0.40 HES Paving 04/14/2022 @ 72 hrs.) 6589 658/0 = 658 7.00 4,500 3-5 0.36 HES Paving 02/24/2022 City Concrete Company Supplier Mix ID Cement/Fly ash Min. 28-day Strength gt (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date Lbs. Sack 30HA2011 376/94 = 470 5.00 3,000 3-5 0.45 Blocking, Sidewalks, Flatwork, Pads 08/04/2022 45NG2511 458/153 = 611 6.50 3,600 5-7 OAS Class C Drilled Shaft 04/21/2022 45NA2011 489/122 = 611 6.50 4,500 3-5 0.45 Hand Placed Paving 03/13/2022 36LA2011 451/113 = 564 6.00 3,600 1-3 0.44 Machine Placed Paving 03/13/2022 36JA001J 414/103 = 517 5.50 3,600 1-3 0.43 Machine Placed Paving 03/13/2022 40LA2011 451/113 = 564 1 6.00 4,000 3-5 0.44 Storm Drain Structures 03/13/2022 Cornerstone Ontime Concrete Supplier Mix ID Cement/Fly ash Min. 28-day Strength (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date Lbs. Sack COC 4000 588/0 = 588 6.26 4,000 3-5 0.45 Lighting and Traffic 07/23/2022 Signal Foundations Cow Town Redi Mix Concrete Supplier Mix ID Cement/Fly ash Min. 28-day Strength (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date Lbs. Sack 250 376 / 94 = 470 5.00 3,000 3-5 0.51 Sidewalks, Driveways,Barrier Free Ramps 01/15/2022 122 350 470 / 0 = 470 5.00 3,000 3-5 0.52 Sidewalks, Driveways, Barrier Free Ramps 01/15/2022 9 50/150 = 200 2.13 70 7-9 1.67 Flowable fill/CLSM 09/04/2022 9-S 200/0 = 200 2.13 70 7-9 1.67 Flowable fill/CLSM 03/06/2022 220-8 48/152 = 200 2.13 50 7-9 1.45 Flowable fill/CLSM 03/23/2022 Pre -Approved Concrete Mix Designs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 Page 3 of 9 09/17/2020 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 Supplier Cement/Fly ash Min. 28-day Slump W/Cm Expiration Mix ID Strength(psi) (p ) (Inch) Ratio Approved for: Date Lbs. Sack 320-8 200/0 = 200 2.13 50 7-9 1.45 Flowable fill/CLSM 03/23/2022 230-8 226/56 = 282 3.00 750 3-5 0.89 Concrete Base Material 03/23/2022 for Trench Repair 330-S8 282/0 = 282 3.00 750 3-5 0.89 Concrete Base Material 03/23/2022 for Trench Repair Sidewalks & ADA Ramps, Driveways, Curb & 353 494/0 = 494 5.26 3,000 3-5 0.50 Gutter, Safety End 06/25/2022 Treatments, Non-TxDCIT Retaining Walls Curbs, Driveways, sidewalks & ADA Ramps, 253-W 399/100 = 499 5.31 3,000 3-5 0.49 Inlets, Junction Boxes, 06/25/2022 Non-TxDOT Retaining Walls Bridge Slabs, Box Culver, 260 4S1/113 = 564 6.00 4,000 3-5 0.44 Headwalls, Lighting and 04/24/2022 Traffic Signal Foundations 260-1 451/113 = 564 6.00 3,600 3-5 0.44 Headwalls 05/04/2022 Box Culver, Headwalls, 260-2 451/113 = S64 6.00 3,600 3-5 0.44 Lighting and Traffic 03/06/2022 Signal Foundations Bridge Slab, Box Culver, 360 564/0 = 564 6.00 4,000 3-5 0.45 Headwalls, Lighting and 04/24/2022 Traffic Signal Foundations 360-1 564/0 = 564 6.00 3,600 3-5 0.45 Box Culverts, Wing walls,03/06/2022 Headwalls 264-N 489/122 = 611 6.50 4,500 3-5 0.42 Hand Placed Paving 03/11/2022 366 611/0 = 611 6.50 4,500 3-5 0.41 Hand Placed Paving 03/11/2022 265 489/122 = 611 6.50 4,500 3-5 0.42 Hand Placed Paving 12/01/2021 365 611/0 = 611 6.50 4,500 3-5 0.42 Hand Placed Paving 03/23/2022 370-NC 658/0 = 658 7.00 4,500 3-5 0.40 HES Concrete Paving 03/23/2022 267 451/113 = 564 6.00 4,200 3-5 0.44 Manholes & Drainage 12/17/2021 Structures 270 526/132 = 658 7.00 5,000 3 - 5 0.39 CIP Box Culvert 05/19/2022 370 658/0 = 658 7.00 5,000 3-5 0.40 CIP Box Culvert 05/19/2022 255-2 414/103 = 517 5.50 3,000 3 - 5 0.48 Inlets, Thrust Blocking, 03/06/2022 Concrete Encasement Lighting and Traffic 257 414/103 = 517 5.50 3,600 3 - 5 0.47 Signal Foundations, 07/23/2022 Valley Gutter 257-M 414/103 = 517 5.50 3,600 1- 3 0.45 Machine Placed Paving 02/21/2022 260-M 451/113 = 564 6.00 4,000 1- 3 0.43 Machine Placed Paving 04/14/2022 360-M 564/0 = 564 6.00 4,000 1- 3 0.44 Machine Placed Paving 04/14/2022 255-LP 414/103 = 517 5.50 3,000 3 - 5 0.52 Curb & Gutter 02/24/2022 355-LP 517/0 = 517 5.50 3,000 3-5 0.48 1 Curb & Gutter 02/24/2022 Pre -Approved Concrete Mix Designs Page 4 of 9 09/17/2020 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 Supplier Cement/Flyash Min.28-day Slump W/Cm Expiration Mix ID Strength (psi) (Inch) Ratio Approved For: Date Lbs, Sack Flatwork, Inlets, Thrust 255 414/103 = 517 5.5 3,500 3-5 0.48 Blocking, Concrete 05/05/2022 Encasement 355 517/0 = 517 5.50 3,000 3-5 0.48 Inlets, Thrust Blocking, 03/06/2022 Concrete Encasement 357-M 517/0 = 517 5.50 3,600 1-2 0.48 Machine Placed Paving 04/27/2022 Bridge slabs, top slabs of 365-STX 611/0 = 611 6.50 4,000 3-5 0.43 direct traffic culverts, 08/18/2022 approach slabs Lighting and Traffic 357 517/0 = 517 5.50 3,600 3-5 0.49 Signal Foundations, 01/29/2022 Valley Gutter Ingram Concrete & Aggregates Cement_/Fly ash Min. 28-day Supplier Mix ID Strength Slump W/Cm Approved For: Expiration Lbs. Sack (psi) (Inch) Ratio Date Lighting and 151PX5DM 414/103 = 517 5.50 3,600 3-5 0.46 Traffic Signal 07/23/2022 Foundations Lighting and 70K23504 517/0 = 517 5.50 3,600 3-5 0.47 Traffic Signal 07/23/2022 Foundations C47PV5E5 353/118 = 471 5.01 3,000 1-3 0.46 Sidewalks & 05/28/2022 Ramps 161PS5EM 458/153 = 611 6.50 4,500 3-5 0.36 Hand Placed 05/28/2022 Paving LMC (Lattimore Materials Corp.) Supplier Mix ID Cement/Fly ash Min. 28-day Strength (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date Lbs. Sack 5177 376/94 = 470 5.00 3,000 3-5 0.51 Sidewalks 05/02/2022 1261 470/0 = 470 5.00 3,000 3-5 0.53 Sidewalks 05/06/2022 5409 451/113 = 564 6.00 4,000 3-5 0.45 Sidewalks, Inlets 05/04/2022 1551 517/0 = 517 5.50 3,000 3-5 0.49 Blocking 11/01/2021 1701 564/0 = 564 6.00 4,000 3-5 0.45 Storm Drain Structures, SS Manhole 02/27/2022 5507 489/122 = 611 6.50 4,500 3-5 0.42 Hand Placed Paving 02/07/2022 9600 526/132 = 658 7.00 3,600 7-9 0.40 Class SS - Drill Shafts 11/01/2021 1851 564/0 = 564 6.00 4,500 3-5 0.44 Storm Drain Structures,Hand Placed Paving 04/22/2022 Pre -Approved Concrete Mix Designs Page 5 of 9 09/17/2020 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 Liquid Stone Supplier Mix ID Cement/Fly ash Min. 28-day Strength Slump (Inch) W/Cm Ratio Approved For: Expiration Date Lbs. Sack (psi) C4000G 451/113 = 564 6.00 4,000 3-5 0.42 Lighting and Traffic 07/23/2022 Signal Foundations Martin Marietta Supplier Cement/Fly ash Min. 28-day Slump W/Cm Expiration Mix ID Strength gt (psi) (Inch) Ratio Approved For: Date Lbs. Sacks R2131014 470/0 = 470 5.00 3,000 3-5 0.55 Sidewalks & Ramps 02/21/2022 R2132214 376/94 = 470 5.00 3,000 3-5 0.53 Sidewalks & Ramps 02/24/2022 D9490SC 495/0 = 495 5.27 3,000 3-5 0.52 Sidewalks & Ramps 02/24/2022 R2131214 376/94 = 470 5.00 3,000 3-5 0.53 Sidewalks & Ramps 04/06/2022 R2136216 R2136016 R2136224 416/104 = 520 5.53 3,600 3-5 0.48 Curb Inlets 03/05/2022 Storm Structures, R2141233 452/113 = 565 6.01 3,600 3-5 0.44 Inlets, Blocking & 04/24/2022 Encasement FLOW25A 71/165 = 236 2.51 50 Flow 1.77 Flowable Fill/CLSM 04/29/2022 fill R2142233 452/113 = 565 6.01 3,600 3-5 0.44 Manholes, Inlets & 02/24/2022 Headwalls Manholes, Inlets & R2141230 440/110 = 550 5.85 4,000 3 - 5 0.45 Headwalls, Valve 03/13/2022 Pads Q2142231 424/106 = 530 5.64 4,000 1-3 0.46 Machine Placed 02/24/2022 Paving D9492SFC 595/0 = 595 6.33 4,000 1-3 0.41 Machine Placed 02/24/2022 Paving Q2141226 424/106 = 530 5.64 4,000 1-3 0.46 Machine Placed 04/06/2022 Paving Hand Placed Paving, R2146238 472/118 = 590 6.28 4,500 3-5 0.42 Inlets, Storm Drain 03/13/2022 Structures R2146336 435/145 = 580 6.17 4,500 3-5 0.43 Hand Placed Paving 07/21/2022 R2146038 590/0 = 590 6.28 4,500 3-5 0.44 Inlets, Storm Drain 03/13/2022 Structures R2146036 580/0 = 580 6.17 4,500 3 - 5 0.44 Hand Placed Paving 05/19/2022 R2146042 610/0 = 610 6.49 4,500 3 - 5 0.42 Hand Placed Paving 04/07/2020 R2146242 488/122 = 610 6.49 4,500 3-5 0.41 Hand Placed Paving 04/07/2020 R2146236 464/116 = 580 6.17 4,500 3-5 0.43 Hand Placed Paving 04/06/2022 D9493SC 640/0 = 640 6.81 4,500 3-5 0.40 Hand Placed Paving 02/24/2022 R2147241 484/121= 611 6.44 4,500 3-5 0.41 Hand Placed Paving 02/24/2022 Pre -Approved Concrete Mix Designs Page 6 of 9 09/17/2020 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 NCS Redi Mix Supplier Mix Cement/Fly ash Min. 28-day Slump W/Cm Expiration ID Lbs. Sack Strength (Inch) Ratio Approved For: Date (psi) NCS5020A 376/94 = 5.00 3,000 3-5 0.53 Curb & Gutter, 06/10/2022 470 Driveways, Sidewalks NCS5520AMP 414/103 = 5.50 3,600 1-2 0.48 Machine Placed 06/10/2022 517 Paving NCS6020AHP 451/113 = 6.00 4,500 3-5 0.45 Valley Gutters, Hand 06/10/2022 564 Placed Paving Redi-Mix Concrete Supplier Cement/Fly ash Min. 28-day Slump W/Cm Expiration Mix ID Lbs. Sack Strength (Inch) Ratio Approved For: Date (psi) DCA2E554 353/118 = 471 5.01 3,000 3-5 0.53 Rip Rap 05/28/2022 VOJ11524 376/94 = 470 5.00 3,000 3-5 0.55 Curb & Gutter 02/24/2022 FOC10021 150/38 = 188 2.00 215 Flow 2.33 Cement Stabilized 06/10/2022 Sand 1OJ11524 376/94 = 470 5.00 3,000 3-5 0.52 Driveway, Ramp 02/24/2022 Valley Gutter, 1OL11524 452/112 = 564 6.00 3,600 3-5 0.44 Manhole, Inlet, 07/29/2022 Junction Box, Headwall Thrust Blocks and 1RJ11524 396/98 = 494 5.26 3,500 3-5 0.50 Valve Pads, Light Pole 05/19/2022 Foundations 15611524 452/112 = 564 6.00 4,000 3-5 0.44 CIP Storm Drain 05/19/2022 Structures F35238VN 30/320 = 350 3.72 100 Flow 0.76 CLSM / Flowable Fill 02/25/2022 FOD138VM 24/211= 235 2.50 100 Flow 1.17 CLSM / Flowable Fill 04/14/2022 POG138K9 188/188 = 376 4.00 1,000 9 -11 0.84 Trench Repair Base 04/16/2022 Material 10K11504 517/0 = 517 5.50 3,600 3 - 5 0.48 Lighting and Traffic 07/23/2022 Signal Foundations 10K11524 414/103 = 517 5.50 3,600 3 - 5 0.48 Lighting and Traffic 05/19/2022 Signal Foundations 1ON11507 658/0 = 658 7.00 4,500 (2,600 3-5 0.38 HES Paving 03/05/2022 @ 24hrs.) 1ON11504 658/0 = 658 7.00 5,000 (3,600 3-5 0.40 HES Paving 05/19/2022 @ 2-days) 50K11524 414/103 = 517 5.50 3,600 1- 3 0.45 Machine Placed 02/25/2022 Paving 10M115D4 489/122 = 611 6.50 4,500 3-5 0.40 Hand Placed Paving 05/19/2022 IOM11524 489/122 = 611 6.50 4,500 3-5 0.41 Hand Placed Paving 08/06/2021 10M11504 611/0 = 611 6.50 4,500 3-5 0.42 Hand Placed Paving 02/25/2022 145CD5P4 452/112 = 564 6.00 4,500 3-5 0.44 Hand Placed Paving 02/25/2022 Pre -Approved Concrete Mix Designs Page 7 of 9 09/17/2020 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 Tarrant Concrete Supplier Mix Cement/Fly ash Min. 28-day Slump W/Cm Expiration Lbs. Sack ID Strength (inch) Ratio Approved For: Date (psi) FW6020AHP 451/113 = 564 6.00 4,500 3-5 0.44 Hand Placed 03/11/2022 Paving FW60AHP 564/0 = 564 6.00 4,500 3-5 0.44 Hand Placed 03/11/2022 Paving FW7520AMR 526/132 = 658 7.00 4,500 (3,000 3-5 0.35 HES Paving 09/09/2022 @72 hrs) FW5320A 398/100 5.30 3,000 3-5 0.50 Blocking 03/23/2022 FWFF150CLSM 30/300 3.51 50 -150 Flow 0.86 Flowable Fill/CLSM 03/24/2022 Fill FWFF275 50/150 = 200 2.13 50-150 Flow 1.9 Flowable Fill/CLSM 07/23/2022 Fill FW6020A2 451/113 = 564 6.00 4,000 3-5 0.44 Storm Drain 03/23/2022 Structures FW6020A 3,600 Lighting and Traffic 07/23/2022 Signal Foundations Curb & Gutter, FW5025A 353/117 = 470 5.00 3,000 3-5 0.51 Driveways, 09/09/2022 Sidewalks & Ramps Curbs & Gutter, FW5020A 376/94 = 470 5.00 3,000 3 - 5 0.51 Sidewalks, 03/12/2022 Driveways CP5020A 376/94 = 470 5.00 3,000 3 - 5 0.51 Curb & Gutter 02/24/2022 Valley Gutters, Sidewalks, Drive FW5525A2 388/129 = 517 5.50 3,600 3-5 0.47 Approaches, ADA 08/19/2022 Ramp, Light Pole Foundations True Grit Redi Mix Supplier Cement/Fly ash Min. 28-day Slump W/Cm Expiration Lbs. Sack Mix ID Strength (Inch) Ratio Approved For: Date (psi) Flatwork, Curb & 0250.230 376/94 = 470 5.00 3,000 3-5 0.49 Gutter, Driveways, 06/30/2022 Sidewalks 255.2302 414/103 = 517 5.50 3,600 3-5 0.46 Light Pole Foundations 09/08/2022 0250.2301 376/94 = 470 5.00 3,000 3-5 0.46 Curb & Gutter, 02/21/2022 Driveways, Sidewalks 0260.2302 451/113 = 564 6.00 4,000 1-3 0.39 Machine Placed 04/27/2022 Paving 0255.2301 414/103 = 517 5.50 3,600 1-3 0.41 Machine Placed 07/10/2022 Paving 0260.2301 451/113 = 564 6.00 4,500 3-5 0.44 Hand Placed Paving 07/10/2022 0265.2301 489/122 = 611 6.50 4,500 3-5 0.40 Valley Gutters, Hand 02/21/2022 Placed Paving Pre -Approved Concrete Mix Designs Page 8 of 9 09/17/2020 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 Parks Improvements at 3 Park Sites: City Project # 100621, 101785, G00037 Addendum 04 Wise Ready Mix Cement/Fly ash Supplier Min. 2&day Slump W/Cm Expiration Mix ID Lbs. Sack Strength (Inch) Ratio Approved For: Date (psi) 3678 384/96 = 480 5.11 3,600 3-5 0.50 Lighting and Traffic 07/23/2022 Signal Foundations Pre -Approved Concrete Mix Designs Page 9 of 9 09/17/2020 CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04 Qaa`_'AQA N N N N N N N * M M M M* M 0 0 0 0 0 0 0 0000000 co 00 00 00 00 00 00 �ddd�¢d M M M M M M M O O O O O O O M M M M M M M _ o2 02 02 02 01 Fi O O O O O O O N N N N N N N N N N N N n CD N m0 CD o E Y o l7 -a m � a vi ai o a m 0� -a 0 a N aj c a, E w o > o Q E u Y O m d a > u u M WEATHER TABLE AVERAGE DAYS INCHES SNOW/ICE MONTH RAINFALL (1) RAINFALL (2) PELLETS (3) JANUARY 7 1.80 1 FEBRUARY 7 2.3 6 MARCH 7 2.54 APRIL 9 4.30 0 MAY 8 4.47 0 JUNE 6 3.05 0 JULY 5 1.84 0 AUGUST 5 2.26 0 SEPTEMBER 7 3.15 0 OCTOBER 6 2.68 0 NOVEMBER 6 2.03 0 DECEMBER 7 1.82 32.30 1 (1) Average normal number of days rainfall, 0.01" or more. (2) Average normal precipitation. (3) One inch (I") or more. * Less than one-half inch (1/2"). Unseasonable weather is defined for contract purposes as rain/snow days which exceed the average number of days or inches of rainfall in any given month. This table is based on information recorded at the former Greater Southwest International Airport, Fort Worth, Texas, covering a period of 18 years. Latitude 321 50'N, Longitude 97' 03' W, elevation (ground) 537 ft. CITY OF FORT WORTH Parks Improvements at 3 Park Sites: STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 100621, 101785, G00037 Revised November 22, 2013 Addendum 04