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HomeMy WebLinkAboutContract 51290 GTY 017CRETARY FORTWORTH c � ifRCTNo. S 2` City Secretary -- -- Construction 1rgjcct M"Gr❑ PROJECT MANUAL FOR THE CONSTRUCTION OF Phase I — Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street City Project No. 00488 Betsy Price David Cooke Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department OFFICIAL.RECORD Chris Harder, P.E. CITY SECRETARY Acting Director, Water Department FT.WORTHS TX Prepared for The City of Fort Worth �'cP�E•°F••r + : + i ...:.......................... 2018 MICHAEL J. DELLIES .............................. 65938 R CF. CENc Dunaway Associates, L.P. ss��•...... � 'I�Eb /oNAL Cl yQrFO RT CITyS"WT'i p y FORT WORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Pagel of 5 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 00 05 10 Mayor and Council Communication 00 05 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 00 43 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 00 45 12 Prequalification Statement 004513 Bidder preq"ifieftfieft Avoiea&w 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 004541 SM04113asifiess FffitffPr-ise Ge 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 1100 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 57 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 71 23.01 Attachment A—Survey Staking Standards 01 71 23 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 0i ;8 23 Opomfies and MaWeamee Data 01 78 39 Project Record Documents CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised November 22,2013 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents None Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: hips://proj ectpoint.buzzsaw.com/client/fortworthizov/Resources/02%20- %20Construction%2ODocuments/Specifications Division 02-Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03-Concrete 03 30 00 Cast-In-Place Concrete 03 34 13 Controlled Low Strength Material(CLSM) 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26-Electrical 260500 Gammen Wer-k Results for-Elee4iea4 260510 Demolition fer-EleetFieal Systems Division 31 -Earthwork M logo site Gleftfiff 31 23 16 Unclassified Excavation 31 23 23 $effev� 312400 EffibaBiEffieR45 31 25 00 Erosion and Sediment Control 313600 Gabiem 313400 Ripffip Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 321129 Lime T+ea4ed Base Geufses 32 11 33 Cement Treated Base Courses 32 12 16 Asphalt Paving 32 12 73 Asphalt Paving Crack Sealants 3213 13 Concrete Paving 32 13 20 Concrete Sidewalks,Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised November 22,2013 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 3214 16 Br-iek Unit Paling 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 32 1;25 Gtwb Addr-ess Painting 3231 13 Chain Fences and Gates 32 31 26 Wife Fence 32 31 29 weed r;e..ees and nates 323213 Gest in Plaee Genefete Ret�g Walls 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding,and Sodding 3293 43 Trees and Division 33-Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television(CCTV)Inspection 3303 10 Bypass Pumping of Existing Sewer Systems 3304 10 jeiRt Beading and Eleetr-iea4 iselatie-aft 3304 11 ceiresiofi G00#01 est,S"efiS 3304 12 Magnesium Anede Gathedie Pr-eteefien System 330430 Trempefwy Wetter-Sffwiees 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation,Embedment,and Backfill 3305 12 Water Line Lowering 3305 13 Frame,Cover and Grade Rings 3305 14 Adjusting Manholes,Inlets,Valve Boxes,and Other Structures to Grade 3305 16 re~e,. to Water Vaults 3305 17 Concrete Collars 330520 Auger-Be 33 05 N Tuime!Liner-Plate 33 05 22 Steel Casing Pipe 330623 Hand Tumeling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 1105 Bolts,Nuts,and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride(PVC)Pressure Pipe 33 11 14 Bufied Steel Pipe and Fittings 33 12 10 Water Services 1-inch to 2-inch 33 1211 LaW Water Metffs 33 12 20 Resilient Seated Gate Valve 33 1225 Connection to Existing Water Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 12 40 Fire Hydrants 33 1250 Nvetff Sample statiefis 33 1260 Standard Blow-off Valve Assembly CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised November 22,2013 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 31 is High Density Pelyed*4ene(HDPE)Pipe fef Sanitafy sewef 33 31 20 Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 333121 Pelyvin54 Ghler-ide(P-VG)Glesed Profile Gmvity SanitaFy Sewer-Pipe 33 M 23 Sanitary Sewer-Pipe Ealffg 33 31 50 Sanitary Sewer Service Connections and Service Line 33 39 10 Cast-in-Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 60 Epoxy Liners for Sanitary Sewer Structures 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 33 41 11 High Density Pelyed*)4eae(HPPE)Pipe fer Stem Dvai 334600 Stibdminage 33 4601 Slottedvtefffl Dmins 334602 T+eneh Dmias 33 49 10 Cast-in-Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets Division 34-Transportation 34 41 10 T-mffie Signals 34 41 11 Tempeffwy Tmffie Signals 34 41 13 Removing T-ffiffie sigRfi4s- 34 41 15 Reetmgtdef Rapid Flashing Beaee 34 41 16 pedest6aft"r-id Si 1 34 4120 Roadway 34 4130 A4uffiinum Signs 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GG 4.04 UadeWemd Foeilifies GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GG 6.24 Neadiser-iwAneAien GR 0160 00 Pmdtwt Requirements END OF SECTION CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised November 22,2013 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 9/11/2018 - Ordinance No. 23380-09-2018 DATE: Tuesday, September 11, 2018 REFERENCE NO.: C-2884.6 LOG NAME: 20SW HAMMOND STREET DRAINAGE CONSTRUCTION SUBJECT: Authorize Execution of a Contract with Woody Contractors Inc., in the Amount of$2,817,856.45 for Construction of the Phase I — Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street, Provide for Project Costs and Contingencies and Adopt Appropriation Ordinance (COUNCIL DISTRICT 9) RECOMMENDATION: It is recommended that the City Council: F 1. Adopt the attached Appropriation Ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Fund in the amount of$1,328,464.00 from available funds; and 2. Authorize execution of a contract with Woody Contractors Inc., in the amount of$2,817,856.45 for construction of the Phase I — Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street and provide for project costs and contingencies. DISCUSSION: The construction contract recommended by this Mayor and Council Communication is for the construction of new storm drain pipe and inlets, replacement of water mains and services, replacement of sanitary sewer mains and services, and pavement rehabilitation. This project addresses an undersized storm drain system in the Southwayside Addition and improvements to the water and sanitary sewer infrastructure on Glacier Street and Vermont Street. The project was advertised for bid on June 14, 2018 and June 21, 2018 in the Fort Worth Star-Telegram. On July 12, 2018, the following bids were received: Bidders ( Amount I Woody Contractors, Inc. (-- $2,817,856.45 _ Conatser_Construction TX LP � _ $3,323,990.50 E Jackson Construction, LTD. ._ Flowline Construction, Inc. $3,508,643.50 F RK Contracting Services,LLC $3,978,257.00 SJ Louis Construction of Texas, LTD (� $4,158,874.19 Costs for the implementation of this project will be funded by the Stormwater Capital Projects Bond Fund, the Stormwater Capital Projects Fund, the Water and Sewer Capital Fund and the Street Rehabilitation Fund. In addition to the contract amount $399,734.00 (Water: $75,280.00; Sewer: $56,370.00; Storm Logname: 20SW HAMMOND_STREET DRAINAGE CONSTRUCTION Page I of 2 Water: $222,256.00; Paving: $45,828.00) is required for project management, material testing and inspection and $140,893.00 (Water: $32,589.00; Sewer: $24,403.00; Storm Water: $72,990.00; Paving: $10,911.00) is provided for project contingencies. The total construction budget is $3,358,483.45. Construction is anticipated to start the Fall of 2018 and the contract calls for a 330 Calendar Day construction time. The sanitary sewer component of this project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. M/WBE OFFICE—Woody Contractors, Inc. is in compliance with the City's BDE Ordinance by committing to 8% MBE participation and documenting good faith effort. Woody Contractors, Inc. identified several subcontracting and supplier opportunities. However, the firms contacted in the areas identified did not respond or did not submit the lowest bids. The City's MBE goal on this project is 25%. This project is located in COUNCIL DISTRICT 9. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are available in Project No. 00488 Phase I — Hammond Street and Timothy Drive Drainage Improvements, as appropriated within the Stormwater Capital Projects Bond Fund and the Stormwater Capital Projects Fund. In addition, upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Water and Sewer Capital Fund. The Fiscal Year 2018 Water Operating Budget includes appropriations of$29,069,236.00 for the purpose of providing Pay-As- You-Go funding for Water Capital Projects. After this transfer for Fiscal Year 2018, the balance will be $5,011,667.00. The Fiscal Year 2018 Water Operating Budget includes appropriations of$29,022,689.00 for the purpose of providing Pay-As-You-Go funding for Sewer Capital Projects. After this transfer for Fiscal Year 2018, the balance will be $1,516,129.00. FUND IDENTIFIERS (FIDs): TO Fund Department ccoun Project Program ctivity Budget Reference # moun ID ID Year (Chartfield 2) FROM FundDepartment ccoun Project Program ctivity Budget Reference # mou ID ID Year (Chartfield 2) CERTIFICATIONS: Submitted for City Manager's Office by: Susan Alanis (8180) Originating Department Head: Douglas Wiersig (7801) Additional Information Contact_: Mike Bennett (7891) ATTACHMENTS 1. 20SW HAMMOND STREET DRAINAGE CONSTRUCTION 56002 AO18v2.docx (Public) 2. 20SW HAMMOND STREET DRAINAGE CONSTRUCTION WOODY FID Table 8 16 2018.docx (CFW Internal) 3. C00488 SAM.PDF (CFW Internal) 4. CPN C00488 Hammond Aug 6 2018.pdf (CFW Internal) 5. CPN C00488 Hammond MAP.pdf (Public) 6. CPN C00488 Hammond Woody 1295.pdf (Public) w Logname: 20SW—HAMMOND_STREET—DRAINAGE—CONSTRUCTION Page 2 of 2 CERTIFICATE OF INTERESTED PARTIES FORM 1295 _of Complete Nos.l-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number of business. 2018-382462 Woody Contractors Inc Kennedale,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 07120/2018 being filed. City of Fort Worth Date Ackno ed: /11 q 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. Hammond Street Drainage-00488 Water,sewer,drainage and paving 4 Nature of interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling Intermediary Woody,Trent Kennedale,TX United States X Woody,Troy Kennedale,TX United States X 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION ' 7�•� -` ^� My name is ��_ W�O�L and my date of birth is 3—do-6? My address is �b V� W i' f d y✓y 1-a r ', /l1Q Ali 'C 1Y �,�. L6. . (street) (city) (state) (zip code) (country) 1 declare under penalty of perjury that the foregoing is true and correct �1 Executed in 1T_�/j _County, State of l'G1C4 .on theday oi ,20 . (month) (year) —,--'Signa tur authorized agen co g business entity (Declare Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.6711 CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 To the Specifications and Contract Documents For Phase I — Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street City Project#00488 X-24392 Addendum No. 1 Issued: June 29, 2017 Bid Received Date: July 12, 2018; 2:00 PM This addendum forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specifications and contract documents for Phase I — Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street are hereby revised by Addendum No. 1 as follows: I. The Specifications are amended as follows: 1. Section 00 41 00 Bid Form i. Section 4 Time of Completion. Project duration has been increased from 270 days to 330. 2. Section 00 42 43 Proposal Form i. Some Item Descriptions have been updated for clarity. ii. Divided pavement pulverization and overlay (POL) items between various Units. Added Unit 5 for quantity of pavement pulverization and overlay which will be paid for by TPW. Total amount of project POL remains the same. iii. Added item 9999.0012 Temporary Construction Fencing for miscellaneous fencing needs throughout project. iv. Added item 9999.0002 and 9999.0003 for Construction Allowance for Unit 1 —Water and Unit 2—Sewer, respectively. v. Items 3125.0101 SWPPP > 1 acre and 3471.0001 Traffic Control have been added to Unit 1 —Water and Unit 2—Sewer. A-1 ADDENDUM 1 Phase 1 —Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street City Project No. 00488 vi. Item 3311.0251 8" DIP Water has been removed. There is no longer waterline replacement work in Timothy Road, except for lowering. vii. Added item 3213.0101 6" Concrete Pavement for replacement of existing pavement at back of and around curb inlet and drop inlet located approximately at STA. 1+10 of proposed 9'x6' RCB. Pavement to be graded to drain matching existing. viii. Added item 3201.0301 2" Extra Width Asphalt Pavement Repair for use as needed for car dealership parking lot pavement repair. Note: Replace entire Sections 00 41 00 and 00 42 43 with the version enclosed herein. II. Construction plans are revised as follows: Replace With Sheet No. Addendum Sheet No. (No Cover Signed Cover was provided) Sheet 2 2 9 9 10 10 11 11 15 15 16 16 17 17 18 18 19 19 20 20 22 22 See RFI section of this Addendum No. 1 for information regarding plan revisions reflected in above list of replacement sheets. TxDOT and City of Fort Worth Traffic Control Details were added to the construction plans as Sheets 74 through 86 and are now included per this Addendum No. 1. A-2 ADDENDUM 1 Phase 1 —Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street City Project No. 00488 III. Request for Information: The following questions were received during the Pre-Bid meeting held June 25, 2018. Answers were provided at the meeting and are shown below and additional clarification is provided here for some RFI. 1. Q: Are there any time restrictions for work to be performed on the car dealership? A: No. 2. Q: Will the construction days be increased to account for water and sewer being added? If so, the bid quantity for traffic control will need to be adjusted. A: Construction days have been increased from 270 to 330 calendar days. 3. Q: There isn't a detail for temporary asphalt repair. A: Detail for temporary asphalt pavement repair is found on Sheet No. 42. 2"Type D HMAC over 6" Flex Base. 4. Q: What is the minimum cover for water lines for this project? A: The minimum cover is 4 feet. 5. Q: There appear to be some items that are not in the correct unit on the bid tab. A: A revised Bidder's Application has been included as part of this Addendum No. 1 6. Q: There needs to be a line item for temporary fencing and extra width pavement repair. A: These two items have been added to the bidders application as part of this Addendum No. 1. 7. Q: Was the water line in Timothy determined to not be in conflict with the proposed storm drain? A: No, the storm drain alignment has been shifted away from the waterline so as to avoid conflict. 8. Q: Line item 11, 8" DIP Water, isn't called out in the plans. Where is this being proposed? A: The 8" DIP was originally show on Sheet 18 of the plans. However this proposed waterline replacement has now been A-3 ADDENDUM 1 Phase 1 —Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street City Project No. 00488 removed from the plans and quantities as part of this Addendum No. 1. 9. Q: There isn't a line item for 6" Water. A: This item has been included in the updated Bidders Proposal as part of this Addendum No. 1. 10. Q: There are multiple large projects being bid the same date as this project. Would the City consider moving the bid date? A: The City is unable to move this bid opening back because the project must be awarded during this fiscal year. 11. Q: There is a note about working on the car dealership last. Can you explain? A: The City is still in the process of acquiring an easement. It is possible that the easement won't be acquired by the time construction starts. There is an existing storm drain running through that property that may need to be utilized to properly convey drainage while the rest of the project is under construction. 12. Q: Is there an engineer's estimate for this project? A: Yes, an updated estimate has been uploaded to Buzzsaw. 13. Q: What is the last day for questions? A: July 3. 14. Q: Will water boxes be replaced as part of this project? A: Yes. 15. Q: What is the anticipated start date for construction? A: Early 2019. No other RFI have been received. A-4 ADDENDUM 1 Phase 1 —Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street City Project No. 00488 This Addendum No. 1, forms part of the Specifications& Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: (1) In the space provided in Section 00 41 00, Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED&ACKNOWLEDGE ADDENDUM NO. I" (3) Execute and acknowledgement below and submit signed copy with your proposal at the time of bid submittal Include a signed copy of Addendum No. 1 in the sealed bid envelop at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 1 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED Douglas W. Wiersig, P.E. DIRECTOR TRANSPORTATION & PUBLIC WORKS DEP ENT By: By: 2i Mike Ben tt, P.L-.-/ Project nger Company: t A-5 ADDENDUM1 Phase 1 —Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street City Project No.00488 /owyNnot �4W dla7IW1.27gY/.U/J SIA6W34OA4#W-,VOWMW 13aZYLSQIKMYMN O � O lk U ik o o � v 14 �1 rr w w �' W W (rj g Wz Wyk w ° � Q ° � F `� f0 LO D U QQ O pp 1p a a hi ��yj A- �r�$y{ ��� � o��� �W m C F N N U a �O S ; �{�n yy kk ' I.. 2�� pia S 2w SYj�2 N" �. � $ani i oY Q1 W W m = i.1N bi $ 2 r. O W $H y� Pit b F l 10 g a E� ��� � `G �O ��� j O� •� b E t ba aa8 g 01 o Z W R3 �ga]a5� �3a1`� polg N_ 3� Rn it 1g W21 G N WL 89 51 N . a M i b1 8 H$ 'till 2 11 a � e b � � �b WE! .. N .. N H •f N of 3 .. N H •f N d � .. 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Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specifications and contract documents for Phase I — Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street are hereby revised by Addendum No. 2 as follows: I. The Specifications are amended as follows: 1. Section 00 42 43 Proposal Form i. Units 1, 3, &4- Removed Bid Item 3212.0502 5"Asphalt Base Type B and 3212.0302 2" Asphalt Pvmt Type D. ii. Units 1, 3, & 4—Added Bid Item 3212.0503 3" Asphalt Pvmt Type D. Note: Replace entire Section 00 42 43 with the version enclosed herein. II. Construction plans are revised as follows: Replace With Sheet No. Addendum Sheet No. 3 3 42 42 A-1 ADDENDUM Phase 1 —Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street City Project No.00488 Proposed POL roadway section has been revised to 8"of cement treated pulverized material overlay with 3" Asphalt Pavement Type D. III. Request for Information: No other RFI have been received. This Addendum No. 2, forms part of the Specifications &Contract Documents for the above referenced project and modifies the original Project Manual &Contract Documents of the same. Acknowledge your receipt of Addendum No. 2 by completing the requested information at the following locations: (1) In the space provided in Section 00 41 00, Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED&ACKNOWLEDGE ADDENDUM NO. 2" (3) Execute and acknowledgement below and submit signed copy with your proposal at the time of bid submittal Include a signed copy of Addendum No. 1 in the sealed bid envelop at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 1 below could cause the subject bidder to be considered"NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED Douglas W.Wiersig, P.E. DIRECTOR TRANSPORTATION &PUBLIC WOWDEPTMENT By: By: Mike Be fie , Project anger Company: QO a r tl A-2 ADDENDUM Phase 1 —Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements on Glacier Street and Vermont Street City Project No.00488 o O 'Oo Z Ohl N 000000111111 N4< � yy0�Z112§� h f l!b`1i�N<°� 2gp l7 � 6i� �Z�� � Z��O�CN•� Qb y� V Q_� lQaQoQllypyp� k'' YgY �` 6624 ¢ y3e" p � z�m�yy� X26 Nib A �I �hm,�e�0 �el �G � � CmO��RV 2WxE W���6W-� b R 6� Q �g«Nitm11111�0Q MRall. 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Ik # | |■ || 4 § & � | �LLIƒ V) O §■! ■ E R ) | | q _ `■ | | �--- --- - .,. ; g � . , 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 1113 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Phase I–Hammond Street and Timothy Drive Drainage 6 Improvements and Water& Sanitary Sewer Improvements on Glacier Street and Vermont 7 Street will be received by the City of Fort Worth Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 1000 Throckmorton Street 12 Fort Worth,Texas 76102 13 until 1:30 P.M. CST,Thursday,July 12,2018,and bids will be opened publicly and read aloud at 14 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the(approximate)following: 18 1,174 LF–Reinforced Concrete Box Culvert(5'x4'to 9'x6') 19 1,356 LF–Reinforced Concrete Pipe(21"to 48") 20 3,014 LF–8" Sanitary Sewer Pipe 21 4,766 LF–8"PVC Water Line 22 149 EA–Water Meter&Water Service Relocation 23 9,400 LF–Permanent Asphalt Pavement Repair 24 9,352 LF–Temporary Asphalt Pavement Repair 25 3,231 SY–Pavement Pulverization and Overlay 26 27 PREQUALIFICATION 28 The improvements included in this project must be performed by a contractor who is pre- 29 qualified by the City at the time of bid opening.The procedures for qualification and pre- 30 qualification are outlined in the Section 00 21 13–INSTRUCTIONS TO BIDDERS. 31 32 DOCUMENT EXAMINATION AND PROCUREMENTS 33 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 34 of Fort Worth's Purchasing Division website at hU://www.fortworthgoy.org[pu—rchasinL-/and 35 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The 36 Contract Documents may be downloaded,viewed,and printed by interested contractors and/or 37 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 38 Parties Form 1295 and the form must be submitted to the Project Manager before the 39 contract will be presented to the City Council.The form can be obtained at 40 httas://www.ethics.state.tx.us/tec/1295-Info.htni. 41 42 Copies of the Bidding and Contract Documents may be purchased from Dunaway Associates 43 L.P., 550 Bailey Avenue, Suite 400,Fort Worth,TX 76107 beginning June 15,2018,between the 44 hours of 8:00am and 5:00pm,Monday through Thursday, and between 8:00am and 12:00pm on 45 Fridays. 46 47 48 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 23,2015 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 The cost of Bidding and Contract Documents is: 2 Set of Bidding and Contract Documents with full size drawings: $80 3 Set of Bidding and Contract Documents with half size(if available)drawings: $50 4 5 6 PREBID CONFERENCE 7 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 8 BIDDERS at the following location,date,and time: 9 DATE: June 25,2018 10 TIME: 10:00am 1 I PLACE: 200 Texas Street 12 Fort Worth,Texas 76102 13 LOCATION: TPW Conference Room 270 14 15 16 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 17 City reserves the right to waive irregularities and to accept or reject bids. 18 19 INQUIRIES 20 All inquiries relative to this procurement should be addressed to the following: 21 Attn: Mike Bennett,P.E.,PMP,City of Fort Worth 22 Email: Mike.Bennett@fortworthtexas.gov 23 Phone: (817)392-7891 24 AND/OR 25 Attn: Michael Dellies,P.E.,Dunaway Associates,L.P. 26 Email: mdellies@dunawayassociates.com 27 Phone: (817)335-1121 28 29 ADVERTISEMENT DATES 30 June 14,2018 31 June 21,2018 32 33 END OF SECTION CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 23,2015 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 7 72 00-GENERAL CONDITIONS. 8 9 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person, firm,partnership,company,association,or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person, firm,partnership, company,association,or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided)makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1. Neither City nor Engineer shall assume any responsibility for errors or 27 misinterpretations resulting from the Bidders use of incomplete sets of Bidding 28 Documents. 29 30 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 31 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 32 for any other use. 33 34 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 35 36 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 37 requiring prequalification at the time of bidding. Bids received from contractors who are 38 not prequalified(even if inadvertently opened) shall not be considered. Prequalification 39 requirement work types and documentation are as follows: 40 41 3.1.1. Paving—Requirements document located at; 42 hUs://DrrQjectpoint.buzzsaw.conVfortworthizov/Resources/02%20- 43 %20Construction%2ODocuments/Contractor%2OPreQualification/TPW%2OPayiniz 44 %20Contractor%2OPrequalification%2OPrograni/PREQUALIFICATION%20REQ 45 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 46 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised August 21,2015 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 i 3.i.2. Water and Sanitary Sewer—Requirements document located at; 2 https://projegVoint.buzzsaw.com/fortworth2ov/Resources/02%20- 3 %20Construction%2ODocuments/Contractor%2OPregualification/Water%2Oand%2 4 OSanitary%2OSewer%2OContractor%2OPrequalification%2OProgram/WSS%20pre 5 qual%20requirements.doc?12ublic 6 7 3.2. Each Bidder unless currently prequalified,must be prepared to submit to City within 8 seven(7) calendar days prior to Bid opening, the documentation identified in Section 00 9 45 11,BIDDERS PREQUALIFICATIONS. 10 11 3.2.1. Submission of and/or questions related to prequalification should be addressed to 12 the City contact as provided in Paragraph 6.1. 13 14 3.3. The City reserves the right to require any pre-qualified contractor who is the apparent 15 low bidder(s) for a project to submit such additional information as the City, in its sole 16 discretion may require,including but not limited to manpower and equipment records, 17 information about key personnel to be assigned to the project, and construction schedule, 18 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 19 deliver a quality product and successfully complete projects for the amount bid within 20 the stipulated time frame. Based upon the City's assessment of the submitted 21 information, a recommendation regarding the award of a contract will be made to the 22 City Council. Failure to submit the additional information,if requested,may be grounds 23 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 24 notified in writing of a recommendation to the City Council. 25 26 3.4. In addition to prequalification, additional requirements for qualification may be required 27 within various sections of the Contract Documents. 28 29 4. Examination of Bidding and Contract Documents,Other Related Data, and Site 30 31 4.1. Before submitting a Bid, each Bidder shall: 32 33 4.1.1. Examine and carefully study the Contract Documents and other related data 34 identified in the Bidding Documents (including "technical data" referred to in 35 Paragraph 4.2. below). No information given by City or any representative of the 36 City other than that contained in the Contract Documents and officially 37 promulgated addenda thereto, shall be binding upon the City. 38 39 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 40 site conditions that may affect cost,progress,performance or furnishing of the 41 Work. 42 43 4.1.3. Consider federal,state and local Laws and Regulations that may affect cost, 44 progress,performance or furnishing of the Work. 45 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised August 21,2015 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.4.Study all: (i)reports of explorations and tests of subsurface conditions at or 2 contiguous to the Site and all drawings of physical conditions relating to existing 3 surface or subsurface structures at the Site(except Underground Facilities)that 4 have been identified in the Contract Documents as containing reliable"technical 5 data"and(ii)reports and drawings of Hazardous Environmental Conditions,if any, 6 at the Site that have been identified in the Contract Documents as containing 7 reliable"technical data." 8 9 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 10 the information which the City will furnish.All additional information and data 11 which the City will supply after promulgation of the formal Contract Documents 12 shall be issued in the form of written addenda and shall become part of the Contract 13 Documents just as though such addenda were actually written into the original 14 Contract Documents.No information given by the City other than that contained in 15 the Contract Documents and officially promulgated addenda thereto,shall be 16 binding upon the City. 17 18 4.1.6. Perform independent research,investigations,tests,borings,and such other means 19 as may be necessary to gain a complete knowledge of the conditions which will be 20 encountered during the construction of the project.On request,City may provide 21 each Bidder access to the site to conduct such examinations,investigations, 22 explorations,tests and studies as each Bidder deems necessary for submission of a 23 Bid. Bidder must fill all holes and clean up and restore the site to its former 24 conditions upon completion of such explorations,investigations,tests and studies. 25 26 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 27 cost of doing the Work,time required for its completion,and obtain all information 28 required to make a proposal.Bidders shall rely exclusively and solely upon their 29 own estimates,investigation,research,tests,explorations,and other data which are 30 necessary for full and complete information upon which the proposal is to be based. 31 It is understood that the submission of a proposal is prima-facie evidence that the 32 Bidder has made the investigation,examinations and tests herein required.Claims 33 for additional compensation due to variations between conditions actually 34 encountered in construction and as indicated in the Contract Documents will not be 35 allowed. 36 37 4.1.8. Promptly notify City of all conflicts,errors,ambiguities or discrepancies in or 38 between the Contract Documents and such other related documents.The Contractor 39 shall not take advantage of any gross error or omission in the Contract Documents, 40 and the City shall be permitted to make such corrections or interpretations as may 41 be deemed necessary for fulfillment of the intent of the Contract Documents. 42 43 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification f4544 of- 45 46 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 47 the site which have been utilized by City in preparation of the Contract Documents. 48 The logs of Soil Borings,if any,on the plans are for general information only. 49 Neither the City nor the Engineer guarantee that the data shown is representative of 50 conditions which actually exist. 51 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised August 21,2015 002113-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.2. those drawings of physical conditions in or relating to existing surface and 2 subsurface structures(except Underground Facilities)which are at or contiguous to 3 the site that have been utilized by City in preparation of the Contract Documents. 4 5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 6 on request. Those reports and drawings may not be part of the Contract 7 Documents,but the"technical data" contained therein upon which Bidder is entitled 8 to rely as provided in Paragraph 4.02.of the General Conditions has been identified 9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 10 responsible for any interpretation or conclusion drawn from any"technical data"or 11 any other data,interpretations,opinions or information. 12 13 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 14 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without 15 exception the Bid is premised upon performing and furnishing the Work required by the 16 Contract Documents and applying the specific means,methods,techniques,sequences or 17 procedures of construction(if any)that may be shown or indicated or expressly required 18 by the Contract Documents,(iii)that Bidder has given City written notice of all 19 conflicts,errors,ambiguities and discrepancies in the Contract Documents and the 20 written resolutions thereof by City are acceptable to Bidder,and when said conflicts, 21 etc.,have not been resolved through the interpretations by City as described in 22 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 23 and convey understanding of all terms and conditions for performing and furnishing the 24 Work. 25 26 4.4. The provisions of this Paragraph 4,inclusive,do not apply to Asbestos,Polychlorinated 27 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 28 Paragraph 4.06.of the General Conditions,unless specifically identified in the Contract 29 Documents. 30 31 5. Availability of Lands for Work,Etc. 32 33 5.1. The lands upon which the Work is to be performed,rights-of-way and easements for 34 access thereto and other lands designated for use by Contractor in performing the Work 35 are identified in the Contract Documents. All additional lands and access thereto 36 required for temporary construction facilities,construction equipment or storage of 37 materials and equipment to be incorporated in the Work are to be obtained and paid for 38 by Contractor. Easements for permanent structures or permanent changes in existing 39 facilities are to be obtained and paid for by City unless otherwise provided in the 40 Contract Documents. 41 42 5.2. Outstanding right-0f--way,easements,and/or permits to be acquired by the City are listed 43 in Paragraph SC 4.01 of the Supplementary Conditions.In the event the necessary right- 44 of-way,easements,and/or permits are not obtained,the City reserves the right to cancel 45 the award of contract at any time before the Bidder begins any construction work on the 46 project. 47 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised August 21,2015 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 2 way, easements, and/or permits,and shall submit a schedule to the City of how 3 construction will proceed in the other areas of the project that do not require permits 4 and/or easements. 5 6 6. Interpretations and Addenda 7 8 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 9 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 10 received after this day may not be responded to. Interpretations or clarifications 11 considered necessary by City in response to such questions will be issued by Addenda 12 delivered to all parties recorded by City as having received the Bidding Documents. 13 Only questions answered by formal written Addenda will be binding. Oral and other 14 interpretations or clarifications will be without legal effect. 15 16 Address questions to: 17 18 City of Fort Worth 19 1000 Throckmorton Street 20 Fort Worth,TX 76102 21 Attn: Mike Bennett,P.E., Stormwater Division 22 Fax: (817) 392-2483 23 Email: mike.bennett@fortworthtexas.gov 24 Phone: (817) 392-7891 25 26 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 27 City. 28 29 6.3. Addenda or clarifications may be posted via Buzzsaw at 30 https:llprojectpoint.buzzsaw.com/ bz—rest1#1 bz—restlWeblItemlItems?folder--6549&cou 31 nt=50&start=0&ownership=Home. 32 33 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 34 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 35 Project. Bidders are encouraged to attend and participate in the conference. City will 36 transmit to all prospective Bidders of record such Addenda as City considers necessary 37 in response to questions arising at the conference. Oral statements may not be relied 38 upon and will not be binding or legally effective. 39 40 7. Bid Security 41 42 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 43 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 44 the requirements of Paragraphs 5.01 of the General Conditions. 45 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised August 21,2015 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 4 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which,or the dates by which,Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or-Equal" Items 19 The Contract,if awarded,will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or"or-equal"items. 21 Whenever it is indicated or specified in the Bidding Documents that a"substitute"or"or- 22 equal"item of material or equipment may be furnished or used by Contractor if acceptable to 23 City,application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A.,6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 0125 00 of the General Requirements. 27 28 11. Subcontractors,Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No.20020- 31 12-2011 (as amended),the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts.A copy of the Ordinance can be 33 obtained from the Office of the City Secretary.The Bidder shall submit the MBE and 34 SBE Utilization Form,Subcontractor/Supplier Utilization Form,Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate.The Forms including documentation must be received 37 by the City no later than 2:00 P.M.CST,on the second business days after the bid 38 opening date.The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received.Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor,Supplier,other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents;additional copies maybe 48 obtained from the City. 49 CrrY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised August 21,2015 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item,alternative,and unit 4 price item listed therein. In the case of optional alternatives,the words"No Bid," 5 "No Change," or"Not Applicable"may be entered.Bidder shall state the prices, 6 written in ink in both words and numerals,for which the Bidder proposes to do the 7 work contemplated or furnish materials required.All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals,the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner,whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City,and shall be enclosed in an opaque sealed 46 envelope,marked with the City Project Number,Project title,the name and address of 47 Bidder,and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 49 envelope with the notation"BID ENCLOSED"on the face of it. 50 CITY OF FORT WORTH Phase I Hammond Sheet Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised August 21,2015 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids.After all Bids not requested for withdrawal 8 are opened and publicly read aloud,the Bids for which a withdrawal request has been 9 properly filed may,at the option of the City,be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates(if any)will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may,at 22 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids,including without limitation the rights 27 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder,whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price,contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders,Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract,Bidder has performed a prior contract in an unsatisfactory manner,or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised August 21,2015 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers,and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers,and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs,maintenance requirements,performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility,qualifications,and financial 12 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization,work of a value not less than 17 35%of the value embraced on the Contract,unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded,City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid.Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance,and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised August 21,2015 00 35 13 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. htti)://www.ethics.state.tx.us/forms/CIQ.pdf httr)://www.ethics.state.tx.us/forms/CIS.pdf El CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Woody Contractors, Inc. By: Troy Wood 650 Tower Dr Signature: Kennedale, Texas 76060 Title: P dent END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Hammond_Bid Proposal Workbook 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Phase I Hammond Street and Timothy Drive Drainage Improvements City Project No.: 00488 Units/Sections: Unit 1 -Water Unit 2- Sewer Unit 3- Storm Unit 4-TPW Share of POL Unit 5- Miscellaneous 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a)to influence the bidding process to the detriment of City (b)to establish Bid prices at artificial non-competitive levels, or(c)to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Hammond_Bid Proposal Workbook 0041 00 BID FORM Page 2 of 3 levels. d. "coercive practice"means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Storm Drain Improvements, up to 9'x6'Box Culvert, by Open Cut b. Asphalt Construction/Reconstruction Less than 15,000 S.Y. c. Water Distribution, Urban and Renewal, 8-inch diameter and smaller d. Sewer Collection System, Urban and Renewal, 8-inch and smaller 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 330 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work{and/or achievement of Milestones}within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Hammond_Bid Proposal Workbook 0041 00 BID FORM Page 3 of 3 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Evaluation of Alternate Bid Items Total Base Bid $ 2,902,903.95 Deductive Alternate $ (384,390.50) Additive Alternate $ 299,316.00 Total Bid $2,817,829.45 7. Bid Submittal This Bid is submitted on July 12, 2018 by the entity named below. Respectfully subm' Receipt is acknowledged of the initial followingAddenda: By: Addendum No. 1: (Signatu Addendum No. 2: roe- Addendum No. 3: roy Woody Addendum No. 4: (Printed Name) Title: President Company: Woody Contractors, Inc. Corporate Seal: Address: 650 Tower Dr Kennedale, Texas 76060 State of Incorporation: Texas Email: twoodv2020()aol.com Phone: 817-483-4787 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Hammond_Bid Proposal Workbook 004243 Ben PROPOSAL Page 1 or7 SECTION 00 42 43 PROPOSALFORM Addendum No.2 UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item No. Description Specification Unit of Bid Unit Price Bid Value Section No. Measure Quantity UNIT 1-WATER 1 3311.0161 6"PVC Water Pipe 3311 12 LF 24.00 $40.00 $960.00 2 3311.0261 8"PVC Water Pie 3311 12 LF 3,309.00 $45.00 $148,905.00 3 3311.0461 12"PVC Water Pipe 3311 12 LF 40.00 $60.00 $2,400.00 4 3312.0001 Fire Hydrant 331240 EA 2.00 $3,500.00 $7,000.00 5 0171.0101 Construction Staking01 7123 LS 1.00 $8,500.00 $8,500.00 6 0171.0102 As-Built Redline GPS Survey01 7123 LS 1.00 $7,500.00 $7,500.00 7 0241.1302 Remove 6"Water Valve 0241 14 EA 1.00 $150.00 $150.00 8 0241.1303 Remove 8"Water Valve 0241 14 EA 5.00 $150.00 $750.00 9 0241.1510 Salvage Fire Hydrant 0241 14 EA 1.00 $300.00 $300.00 10 241.1700 Pavement Pulverization 0241 15 SY 5,021.00 $3.45 $17,322.45 11 3125.0101 SWPPP 2:1 acre 31 25 00 LS 1.00 $500.00 $500.00 3201.0400 Temporary Asphalt Paving Repair(2"HMAC LF 3,389.00 12 on 6"Flex Base 32 01 18 $12.00 $40,668.00 13 3211.0600 Cement 32 11 33 TN 43.00 $238.00 $10,234.00 14 3211.0702 8"Cement Treatment 32 1133 SY 5,021.00 $2.00 $10,042.00 15 3212.0303 3"Asphalt Pvmt Type D 32 12 16 SY 5,021.00 $17.33 $87,013.93 16 3304.0101 Temporary Water Service 330430 LS 1.00 $35,000.00 $35,000.00 17 3305.0003 8"Waterline Lowering 330512 EA 1.00 $4,000.00 $4,000.00 18 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 5.00 $650.00 $3,250.00 19 3305.0109 Trench Safety 330510 LF 3,479.00 $0.05 $173.95 20 3305.0112 Concrete Collar I3305 EA 10.00 $450.00 $4,500.00 21 3311.0001 Ductile Iron Water Fittings w/Restraint 3311 11 TON 2.00 $7,000.001 $14,000.00 22 3312.0117 Connection to Existing 4"-12"Water Main 331225 EA 3.00 $4,000.00 $12,000.00 23 3312.2001 1"Water Service,Meter Reconnection 3312 10 EA 99.00 $300.00 $29,700.00 24 3312.2003 1"Water Service 331210 EA 99.00 $1,020.00 $100,980.00 25 3312.3002 6"Gate Valve 33 12 20 EA 2.00 $1,000.00 $2,000.00 26 3312.3003 8"Gate Valve 3312 20 EA 7.00 $1,300.00 $9,100.00 27 3312.3005 12"Gate Valve 331220 EA 1.00 $2,100.00 $2,100.00 28 3471.0001 Traffic Control 3471 13 MO 3.00 $2,400.00 $7,200.00 29 9999.0001 Road Bond EN1 Soil Stabilizer 32 11 33 GAL 47.00 $117,50 $5,522.50 30 9999.0002 Construction Allowance 00 72 00 LS 1.00 $80,000.00 $80,000.00 UNIT 1-WATER SUBTOTAL $651,771.83 UNIT 2-SEWER 1 3331.4115 8"Sewer Pipe 3311 10,33 LF 2,994.00 $53.001 $158,682.00 2 3331.4119 8"DIP Sewer Pie 3311 10 LF 30.00 $170.00 $5,100.00 3 3305.1002 16"Casing By Open Cut 33 05 22 LF 40.00 $115.00 $4,600.00 4 3305.3002 8"Sewer Carrier Pipe 33 05 24 LF 40.00 $80.00 $3,200.00 5 3311.0154 6"DIP Water,CLSM Ball 3311 10 LF 50.00 $150.00 $7,500.00 6 3331.5748 8"DIP Sewer Pipe,CLSM Backfill 3311 10 LF 114.00 $155.00 $17,670.00 7 0171.0101 Construction Staking 01 71 23 LS 1.00 $4,500.00 $4,500.00 8 0171.0102 As-Built Redline GPS Survey 01 71 23 LS 1.00 $2,500.00 $2,500.00 9 0241.2201 Remove 4'Sewer Manhole 0241 14 EA 9.00 $500.001 $4,500.00 10 3125.0101 SWPPP 2:1 acre 31 25 00 LS 1.00 $500.00 $500.00 11 3201.0400 Temporary Asphalt Paving Repair(2"HMAC 3201 18 LF 3,128.00 on 6"Flex Base) $14.00 $43,792.00 12 3301.0002 Post-CCN Inspection 33 01 31 LF 3,014.00 $2.00 $6,028.00 13 3301.0101 Manhole Vacuum Testing 33 01 30 EA 9.00 $125.00 $1,125.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Hammond Bid Proposal Workbook 004243 131D PROPOSAL Page 2 ora SECTION 00 42 43 PROPOSALFORM Addendum No.2 UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Unit of Bid Unit Price Bid Value Section No. Measure Ouanti 14 3303.0001 Bypass Pumping 330310 LS 1.00 $4,000.00 $4,000.00 15 3305.0109 Trench Safety 330510 LF 3,103.00 $1.00 $3,103.00 16 3305.0112 Concrete Collar 330517 EA 12.00 $450.00 $5,400.00 17 3305.0113 Trench Water Stops 33 05 15 EA 4.00 $100.00 $400.00 18 3331.3101 4"Sewer Service 33 31 50 EA 97.00 $950.00 $92,150.00 19 3339.0001 Epoxy Manhole Liner(Warren Environmental) 33 39 60 VF 72.00 1 $200.001 $14,400.00 20 3339.1001 4'Manhole 33 39 10,33 EA 9.00 $3,800.00 $34,200.00 21 3339.1002 4'Drop Manhole 33 39 10,33 EA 1.00 $7,500.00 $7,500.00 22 3471.0001 Traffic Control 3471 13 MO 3.00 $2,400.00 $7,200.00 23 9999.0003 Construction Allowance 00 72 00 LS 1.00 $60,000.00 $60,000.00 UNIT 2-SEWER SUBTOTAL $488,050.00 UNIT 3-STORM 1 0171.0101 Construction Staking 01 71 23 LS 1.00 $9,000.00 $9,000.00 2 241.0401 Remove Concrete Drive 0241 13 SF 950.00 $1.25 $1,187.50 3 241.0500 Remove Fence 0241 13 LF 260.00 $3.00 $780.00 4 241.1000 Remove Conc Pvmt 0241 15 SY 179.00 $5.25 $939.75 5 241.1300 Remove Conc CurbBGutter 0241 15 LF 710.00 $4.75 $3,372.50 6 241.1400 Remove Cone Valley Gutter 0241 15 SY 430.00 $10.90 $4,687.00 7 241.1700 Pavement Pulverization 0241 15 SY 2,941.00 $3.20 $9,411.20 8 241.3019 Remove 36"Storm Line 0241 14 LF 350.00 $10.00 $3,500.00 9 241.3021 Remove 42"Storm Line 0241 14 LF 47.00 $10.00 $470.00 10 241.4002 Remove 15'Curb Inlet 0241 14 EA 1.00 $2,000.00 $2,000.00 11 241.4401 Remove HeadwalUSET 0241 14 EA 3.00 $1,200.00 $3,600.00 12 3125.0101 SWPPP 21 acre 312500 LS 1.00 $2,000.00 $2,000.00 13 3201.0400 Temporary Asphalt Paving Repair(2"HMAC 3201 18 LF 2,520.00 on 6"Flex Base $31.00 $78,120.00 14 3201.0301 2"Extra Width Asphalt Pavement Repair 3201 17 SY 500.00 $18.00 $9,000.00 15 3211.0600 Cement 32 11 33 TN 25.00 $238.00 $5,950.00 16 3211.0702 8"Cement Treatment 32 11 33 SY 2,941.00 $2.10 $6,176.10 17 3212.0303 3"Asphalt Pvmt Type D 32 12 16 SY 2,941.00 $17.33 $50,967.53 18 3213.0101 6"Conc Pvmt(Behind TxDOT Inlet) 32 13 13 SF 663.00 $15.40 $10,210.20 19 3213.0401 6"Concrete Driveway 32 13 20 SF 950.00 $6.75 $6,412.50 20 3216.0101 6"Conc Curb and Gutter 32 16 13 LF 530.00 $34.35 $18,205.50 21 3216.0102 7"Conc Curb and Gutter(TxDOT) 321613 LF 20.00 $49.80 $996.00 22 3216.0301 9"Conc Valley Gutter,Residential 32 16 13 SY 430.00 $66.25 $28,487.50 23 3231.0113 6'Chain Link,Steel 3231 13 LF 260.00 $37.00 $9,620.00 24 3291.0100 Topsoil 3291 19 CY 60.00 $15.00 $900.00 25 3292.0100 Block Sod Placement 32 92 13 SY 360.00 $5.00 $1,800.00 26 3305.0109 Trench Safety 33 05 10 LF 2,620.00 $1.00 $2,620.00 27 3305.0112 Concrete Collar 33 05 17 EA 8.00 $1,000.00 $8,000.00 28 3341.0201 21"RCP,Class III 3341 10 LF 285.00 $113.00 $32,205.00 29 3341.0205 24"RCP,Class III 3341 10 LF 27.00 $124.00 $3,348.00 30 3341.0208 27"RCP,Class III 3341 10 LF 165.00 $131.00 $21,615.00 31 3341.0309 36"RCP,Class III 3341 10 LF 529.00 $179.00 $94,691.00 32 3341.0409 48"RCP,Class III 3341 10 LF 329.00 $248.00 $81,592.00 33 3341.1202 5x4 Box Culvert 3341 10 LF 290.00 $346.00 $100,340.00 34 3341.1402 7x4 Box Culvert 3341 10 t_F 362.00 $487.00 $176,294.00 35 3341.1404 7x6 Box Culvert 3341 10 LF 12.00 $562.00 $6,744.00 36 3341.1603 9x6 Box Culvert 3341 10 LF 521.00 $670.00 $349,070.00 37 3349.0001 4'Storm Junction Box 334910 EA 3.00 $4,650.00 $13,950.00 38 3349.0002 5'Storm Junction Box 33 49 10 EA 1.00 $7,600.00 $7,600.00 39 3349.0003 6 Storm Junction Box 33 49 10 EA 1.00 $10,850.00 $10,850.00 40 3349.0102 4'Manhole Riser 33 49 10 EA 2.00 $2,500.00 $5,000.00 41 3349.5001 10'Curb Inlet 33 49 20 EA 2.00 $4,050.00 $8,100.00 42 3349.5003 20'Curb Inlet 33 49 20 EA 10.00 $7,960.00 $79,600.00 43 3349.7001 4'Drop Inlet 33 49 20 EA 2.00 $4,800.00 $9,600.00 44 3441.3502 Relocate Street Light Pole 34 41 20 EA 2.00 $4,000.00 $8,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUKENrS Form Revised 20120120 Hammond-Bid Proposal Wmkbwk 00 42 43 BID PROPOSAL Page 3 ora SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item No. Description Specification Unit of Bid Unit Price Bid Value Section No. Measure Quanti 45 3471.0001 Traffic Control 3471 13 MO 5.00 $2,400.00 $12,000.00 46 9999.0001 Road Bond EN1 Soil Stabilizer 32 11 33 GAL 28.00 $117.50 $3,290.00 47 9999.0004 9'x5'Storm Junction Structure 334910 EA 1.00 $9,700.00 $9,700.00 48 9999.0005 11'x5'Storm Junction Structure 334910 EA 1.00 $10,150.00 $10,150.00 49 9999.0006 12'x5'Storm Junction Structure 33 49 10 EA 1.00 $13,000.00 $13,000.00 50 9999.0007 Remove and Replace Low Pipe Rail 0241 13,03 LF 30.00 3513 $50.00 $1,500.00 51 9999.0008 Remove Fx2'Concrete Box Culvert 02 41 14 LF 24.00 $18.00 $432.00 52 9999.0009 Remove 7'x2'Concrete Box Culvert 02 41 14 LF 80.00 $20.00 $1,600.00 53 9999.0010 7'x2 Abandonment Plug 0241 14 EA 2.00 $2,300.00 $4,600.00 54 9999.0011 16'Wide Asphalt Pvmt Repair,Industrial 3201 17 LF 416.00 $172.00 $71,552.00 55 9999.0012 Temporary Construction F ncing NA LF 500.00 $4.50 $2,250.00 UNIT 3-STORM SUBTOTAL $1,417,086.28 UNIT 4-TPW SHARE OF POL 1 0241.1700 Pavement Pulverization 0241 15 SY 17,913.00 $3.351 $26,508.55 2 3211.0600 Cement 3211 33 TN 68.00 $238.00 $16,184.00 3 3211.0702 8"Cement Treatment 321133 SY 7,913.00 $2.00 $15,826.00 4 3212.0303 3"Asphalt Pvmt Type D 32 1216SY 7,913.00 $17.33 $137,132.29 5 9999.0001 Road Bond ENI Soil Stabilizer 32 1133 GAL 74.00 $117.50 $8,695.00 UNIT 3-TPW SHARE OF POL SUBTOTAL $204,345.84 UNIT 5-MISCELLANEOUS 1 0170.0100 Mobilization 017000 LS 1.00 $41,650.00 $41,650.00 2 9999.0012 Construction Allowance 00 72 00 LS 1.00 $100,000.00 $100,000.00 UNIT 4-MISCELLANEOUS SUBTOTAL $141,650.00 BID SUMMARY Base Bid UNIT 1-WATER $651,771.83 UNIT 2-SEWER $488,050.00 UNIT 3-STORM $1,417,086.28 UNIT 4-TPW SHARE OF POL $204,345.84 UNIT 5-MISCELLANEOUS $141,650.00 TOTAL BASE BID $2,902,903.95 DEDUCTIVE ALTERNATE BID(Alternate RCB Alignment) 1 0241.0500 Remove Fence 0241 13 Lf 1 200.00 3.00 $600.00 2 0241.1000 Remove Conc Pvmt 0241 15 SY 154.00 5.25 $808.50 3 3231.0113 6'Chain Link,Steel 3231 13 LF 1 200.00 37.00 $7,400.00 4 3305.0109 Trench Safety 33 05 10 LF 452.00 1.00 $452.00 5 3305.0112 Concrete Collar 33 05 17 EA 2.00 1000.00 $2,000.00 6 3341.1603 9x6 Box Culvert 3341 10 LF 426.00 670.00 $285,420.00 7 3349.0102 4'Manhole Riser 334910 EA 2.00 2500.00 $5,000.00 8 3441.3502 Relocate Street Li M Pole 34 41 20 EA 2.00 4000.00 $8,000.00 9 9999.0006 Remove Tx2'Concrete Box Culvert 1 0241 14 LF 80.00 20.00 $1,600.00 10 9999.0007 7'x2'Abandonment Plug 0241 14 EA 2.00 2300.00 $4,600.00 11 9999.0008 16'Wide Asphalt Pvmt Repair,Industrial 3201 17 1 LF 403.00 170.00 $68,510.00 Total Deductive Alternate Bid $384,390.50 ADDITIVE ALTERNATE BID(Alternate RCB Alignment) 1 3305.0109 Trench Safety 330510 LF 319.001 1 $319.00 2 3341.1603 9x6 Box Culvert 33 41 10 LF 319.00 755 $240,845.00 3 9999.0006 Remove 7'x2'Concrete Box Culvert 0241 14 LF 319.00 20 $6,380.00 4 9999.0008 16'Wide Asphalt Pvmt Repair,Industrial 3201 17 LF 301.00 172 $51,772.00 Total Additive Altemate Bid $299,316.00 TOTAL ALTERNATE BID $85 074.50 END OF SECTION Note: The citv reserves the right to select the responsible low bidder of either total base bid or total alternate bid CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUIv1ENTS F-Revised 20120120 Hammond-Bid NOP-1 Wmkbwk BID BOND The American Institute of Architects, AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we Woody Contractors,Inc. as Principal hereinafter called the Principal, and Vigilant Insurance Company as Surety, hereinafter called the Surety, are held and firmly bound unto City of Fort Worth, Texas as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Bid(5%)---------------------------- Dollars ($ ----------------------- ), for the payment of which sum well and truly to be made,the said Principal and the said Surety,bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Phase 1 Hammond Street and Timothy Drive Drainage Jrovements and Water and Sewer Improvements on Glacier Street and Vernon Street NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 12th day of July 2018 WOODY CONTRACTORS, INC. rincipal (Seal) By: 71 Name/Title VIGILANT_ INSbfii rCECO.MPANY Surety (Seal) 4 Avz�r-za- Charles D. Sweeney, Attorney-i Fact Chubb POWER Federal Insurance Company Attn: Surety Department OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059 CFiuBs Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Elizabeth Gray,Charles D.Sweeney, Kyle W.Sweeney and Michael A.Sweeney of Fort Worth,Texas--------each as their true and lawful Attorney-In-Fact to execute under such designation In their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise,bonds and undertakings and other writings obligatory in the nature thereof(other than bail bonds)given or executed in the course of business,and any instruments amending or altering the same,and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 26th day of April,2 ennet 1,A istant etre 7:Da ' ry Norris,Jr.,Vice President STATE OF NEW JERSEY ss. County of Somerset On this 26th day of April,2011 before me,a Notary Public of New Jersey,personally came Kenneth C.Wendel,to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly sworn, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof,that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies;and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority;and that he is acquainted with David B.Norris,Jr.,and knows him to be Vice President of said Companies;and that the signature of David B.Norris,Jr.,subscribed to said Power of Attorney is in the genuine handwriting of David B. Norris,Jr.,and was thereto subscribed by authority of said By- Laws and in deponent's presence. Notarial Seal KATHERINE J.ADEL4AR �Q� tpRY��9 NOTARY PUBLIC NEW JFkSFI s+ Ne.231 16 15685 �POeop CommiWan Expires July ib,2014 Notary Public a�NJ CERTIFICATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: 'Alt powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations.The signature of such officers may be engraved,printed or lithographed.The signature of each of the following officers:Chairman,President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attomey or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." I,Kenneth C.Wendel,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY (the"Companies")do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S.Treasury Department;further,Federal and Vigilant are licensed in Puerto Rico and the U.S.Virgin Islands,and Federal is licensed in American Samoa,Guam,and each of the Provinces of Canada except Prince Edward Island;and (iii) the foregoing Power of Attorney is true,correct and in full force and effect. Given under my hand and seals of said Companies at Warren,NJ this 2 da) uPAN �,rptMrrrrr `,j,SWPAN, a� 0 0 3 'e�xorrtfo fps ,g r 3 �otAN� ►7s NS\r tEW yORt e nettr'C7 Wencrel,Wstistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM,VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER,PLEASE CONTACT US AT ADDRESS LISTED ABOVE,OR BY Telephone(908)903-3493 Fax(908)903-3656 e-mail: surety@chubb.com Form 15-10-02256-U (Ed. 5-03) CONSENT 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of a , 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. D BIDDER: Woody Contractors, Inc. By: Troy Woody 650 Tower Dr _ Kennedale, Texas 76060 (Sig e) Title: President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Hammond_Bid Proposal Workbook 004511-1 BIDDERS PREQUALIFICATIONS Pagel of 3 1 SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids.To be eligible to bid the contractor must submit Section 00 45 12,Prequalification 6 Statement for the work type(s)listed with their Bid.Any contractor or subcontractor who is 7 not prequalified for the work type(s)listed must submit Section 00 45 13,Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor.The information must be submitted seven(7)days prior 12 to the date of the opening of bids.For example,a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects.In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements,if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation,Articles of Organization,Certificate of Formation,LLC 24 Regulations,Certificate of Limited Partnership Agreement). 25 c. A co Ieted Bidder Prequalification Application. 26 71) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts.To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/Impermit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet.This number 33 is used by the City for required reporting on Federal Aid projects.The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification.These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements.Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 004511-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual,corporation,or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not,in fact,independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America.This must be stated in the accounting firm's opinion. 17 It should: (1)express an unqualified opinion,or(2)express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter,in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts.Bidding capacity is determined by multiplying the 25 positive net working capital(working capital=current assets—current 26 liabilities)by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report,the notation of 37 "None"or"N/N'should be inserted. 38 (2) A minimum of five(5)references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer,model and general common description of 43 each piece of equipment.Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend,or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 8 END OF SECTION 9 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 00 45 12 BID FORM Page 1 of 1 SECTION 00 4512 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Storm Drain Improvements, up to 9'x6' Box Culvert, by Open Woody Contractors, Inc 19-Apr Cut Asphalt Construction/Reconstruction JLB Contracting, LLC 19-Jan Less than 15,000 S.Y. Water Distribution, Urban and Renewal, 8-inch diameter and Woody Contractors, Inc 19-Apr smaller Sewer Collection System, Urban and Renewal, 8-inch Woody Contractors, Inc. 19-Apr and smaller The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Woody Contractors, Inc. By: Troy W y 650 Tower Dr _ Kennedale, Texas 76060 (Sig re) Title: President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Hammond_Bid Proposal Workbook 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a),as amended,Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No.00488. Contractor further certifies that,pursuant to Texas Labor Code, Section 7 406.096(b),as amended,it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 Woody Contractors, Inc By: Troy Woody 13 Company (Please t) 14 15 650 Tower Drive Signature: 16 Address 17 18 Kennedale, Texas 76060 Title: President 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME,the undersigned authority,on this day personally appeared 27 1 royI L 4100d ► ,known to me to be the person whose name is 28 subscribed to the foregoing instrument,and acknowledged to me that he/she executed the same as 29 the act and deed of oa Jn Coe?4rc4a,.t- for the purposes and 30 consideration therein expresse and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this y day of 33 Se��e„�dee( ,204 34 35 3 ��R�::P�a�. LUZ A RAVELO �"`= Notary Notary Public in d for the State of Texas 3 Nota Public,State of Texas 3 My Commission Expires ''F'oF'�±••. 3 April 29,zoi9 END OF SECTION 40 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 004540-1 Minority Business Enterprise Specifications Page 1 of 2 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is greater than$50,000,then a MBE subcontracting goal is applicable. 6 7 POLICY STATEMENT 8 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business 9 Enterprises(MBE)in the procurement of all goods and services.All requirements and regulations stated in 10 the City's current Business Diversity Enterprise Ordinance apply to this bid. 11 12 MBE PROJECT GOALS 13 The City's MBE goal on this project is 25%of the total bid value of the contract(Base bid applies to Parks 14 and Community Services). 15 16 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror 17 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 18 19 COMPLIANCE TO BID SPECIFICATIONS 20 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 21 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 22 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 23 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 24 3. Good Faith Effort documentation,or; 25 4. Prime Waiver documentation. 26 27 SUBMITTAL OF REQUIRED DOCUMENTATION 28 The applicable documents must be received by the Purchasing Division, within the following times 29 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall 30 deliver the MBE documentation in person to the appropriate employee of the purchasing division and obtain 31 a date/time receipt. Such receipt shall bej evidence that the City received the documentation in the time 32 allocated. A faxed and/or emailed copy will not be accepted. 33 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 stated goal: 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 Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised June 9,2015 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. 1 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 2 3 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 4 DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL 5 6 Any Questions,Please Contact The NVWBE Office at(817)212-2674. 7 END OF SECTION 8 9 10 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised June 9,2015 005243-1 Agreement Page 1 of 5 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on q I /Y 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 Woody Contractors, Inc. authorized to do business in Texas, acting by and 6 through its duly authorized representative,("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1.WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2.PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Phase I—Hammond Street and Timothy Drive Drainage Improvements 16 City Project Number 00488 17 Article 3. CONTRACT PRICE 18 City agrees to pay Contractor for performance of the Work in accordance with the Contract 19 Documents an amount,in current funds,of Two Million,Eight Hundred Seventeen Thousand, 20 Eight Hundred Fifty-Six and 45/100 Dollars($2.817.856.45). 21 Article 4. CONTRACT TIME 22 4.1 Final Acceptance. 23 The Work will be complete for Final Acceptance within 330 days after the date when the 24 Contract Time commences to run,as provided in Paragraph 2.03 of the General Conditions, 25 plus any extension thereof allowed in accordance with Article 12 of the General 26 Conditions. 27 4.2 Liquidated Damages 28 Contractor recognizes that time is of the essence for completion of Milestones,if any, and 29 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 30 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 31 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 32 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 33 instead of requiring any such proof, Contractor agrees that as liquidated damages for 34 delay(but not as a penalty), Contractor shall pay City Six Hundred Dollars ($600.00) for 35 each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until 36 the City issues the Final Letter of Acceptance. 37 Article 5. CONTRACT DOCUMENTS 38 5.1 CONTENTS: 39 A. The Contract Documents which comprise the entire agreement between City and 40 Contractor concerning the Work consist of the following: CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised 11.15.17 005243-2 Agreement Page 2 of 5 41 1. This Agreement. 42 2. Attachments to this Agreement: 43 a. Bid Form 44 1) Proposal Form 45 2) Vendor Compliance to State Law Non-Resident Bidder 46 3) Prequalification Statement 47 48 b. Current Prevailing Wage Rate Table 49 c. Insurance ACORD Form(s) 50 d. Payment Bond 51 e. Performance Bond 52 f. Maintenance Bond 53 g. Power of Attorney for the Bonds 54 h. Worker's Compensation Affidavit 55 i. MBE and/or SBE Utilization Form 56 3. General Conditions. 57 4. Supplementary Conditions. 58 5. Specifications specifically made a part of the Contract Documents by attachment 59 or, if not attached, as incorporated by reference and described in the Table of 60 Contents of the Project's Contract Documents. 61 6. Drawings. 62 7. Addenda. 63 8. Documentation submitted by Contractor prior to Notice of Award. 64 9. The following which may be delivered or issued after the Effective Date of the 65 Agreement and,if issued,become an incorporated part of the Contract Documents: 66 a. Notice to Proceed. 67 b. Field Orders. 68 c. Change Orders. 69 d. Letter of Final Acceptance. 70 71 Article 6.INDEMNIFICATION 72 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 73 expense, the city, its officers, servants and employees, from and against any and all 74 claims arising out of, or alleged to arise out of,the work and services to be performed 75 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 76 under this contract. This indemnification provision is specifically intended to operate 77 and be effective even if it is alleged or proven that all or some of the damages being 78 sought were caused, in whole or in part, by any act, omission or negligence of the city. 79 This indemnity provision is intended to include, without limitation, indemnity for 80 costs,expenses and legal fees incurred by the city in defending against such claims and 81 causes of actions. 82 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised 11.15.17 005243-3 Agreement Page 3 of 5 83 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 84 the city,its officers,servants and employees,from and against any and all loss,damage 85 or destruction of property of the city, arising out of,or alleged to arise out of,the work 86 and services to be performed by the contractor, its officers, agents, employees, 87 subcontractors, licensees or invitees under this contract. This indemnification 88 provision is specifically intended to operate and be effective even if it is alleged or 89 proven that all or some of the damages being sought were caused, in whole or in part, 90 by any act,omission or negligence of the city. 91 92 Article 7.MISCELLANEOUS 93 7.1 Terms. 94 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 95 have the meanings indicated in the General Conditions. 96 7.2 Assignment of Contract. 97 This Agreement, including all of the Contract Documents may not be assigned by the 98 Contractor without the advanced express written consent of the City. 99 7.3 Successors and Assigns. 100 City and Contractor each binds itself, its partners, successors, assigns and legal 101 representatives to the other party hereto, in respect to all covenants, agreements and 102 obligations contained in the Contract Documents. 103 7.4 Severability. 104 Any provision or part of the Contract Documents held to be unconstitutional, void or 105 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 106 remaining provisions shall continue to be valid and binding upon CITY and 107 CONTRACTOR. 108 7.5 Governing Law and Venue. 109 This Agreement, including all of the Contract Documents is performable in the State of 110 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 111 Northern District of Texas,Fort Worth Division. 112 7.6 Authority to Sign. 113 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 114 than the duly authorized signatory of the Contractor. 115 116 7.7 Prohibition On Contracts With Companies Boycotting Israel. 117 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 118 Code, the City is prohibited from entering into a contract with a company for goods or 119 services unless the contract contains a written verification from the company that it: (1) 120 does not boycott Israel; and(2)will not boycott Israel during the term of the contract. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised 11.15.17 005243-4 Agreement Page 4 of 5 121 The terms "boycott Israel"and"company" shall have the meanings ascribed to those terms 122 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 123 certifies that Contractor's signature provides written verification to the City that 124 Contractor. (1) does not boycott Israel, and(2) will not boycott Israel during the term of 125 the contract 126 127 7.8 Immigration Nationality Act. 128 Contractor shall verify the identity and employment eligibility of its employees who 129 perform work under this Agreement, including completing the Employment Eligibility 130 Verification Form(I-9). Upon request by City,Contractor shall provide City with copies of 131 all I-9 forms and supporting eligibility documentation for each employee who performs 132 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 133 establish appropriate procedures and controls so that no services will be performed by any 134 Contractor employee who is not legally eligible to perform such services. 135 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 136 FROM ANY PENALTIES,LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 137 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 138 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 139 Contractor, shall have the right to immediately terminate this Agreement for violations of 140 this provision by Contractor. 141 142 7.9 No Third-Party Beneficiaries. 143 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 144 and there are no third-party beneficiaries. 145 146 7.10 No Cause of Action Against Engineer. 147 Contractor,its subcontractors and equipment and materials suppliers on the PROJECT or their 148 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 149 subcontractors, for any claim arising out of, in connection with, or resulting from the 150 engineering services performed. Only the City will be the beneficiary of any undertaking by 151 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 152 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 153 in any way responsible for those duties that belong to the City and/or the City's construction 154 contractors or other entities, and do not relieve the construction contractors or any other 155 entity of their obligations, duties, and responsibilities, including, but not limited to, all 156 construction methods, means, techniques, sequences, and procedures necessary for 157 coordinating and completing all portions of the construction work in accordance with the 158 Contract Documents and any health or safety precautions required by such construction 159 work. The Engineer and its personnel have no authority to exercise any control over any 160 construction contractor or other entity or their employees in connection with their work or 161 any health or safety precautions. 162 163 SIGNATURE PAGE TO FOLLOW 164 CITY OF FORT WORTH Phase I Hammond Street Drainage hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised 11.15.17 005243-5 Agreement Page 5 of 5 165 166 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 167 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 168 Date"). 169 Contractor: City of Fort Worth Woody Contractors,Inc. By:<� Susan Alanis By: Assistant City Manager (Si e) Date $ Troy Woody Attest: (Printed Name) City Se ret � Title: President (Seal) •�: � Address: 650 Tower Drive V' :3: M&C C- '�SgS(6 Date: Form 1295 No.2018-382462 �`XAS City/State/Zip: Kennedale,Texas 76060 Contract Compliance Manager: By signing, I acknowledge that I am the person �S responsible for the monitoring and Date administration of this contract,including ensurinalg performance and reporting require ts. Mik Bennett,P. . Pr ect Manager Approved as to Form and Legality: QV-9�— Douglas W.Black Assistant City Attorney 170 171 AP VAL RECOMMENDED: 172 -/ 173 [� (�✓ 174 Doug as Vff.Wiersig,P.E. 175 DIRECTOR, 176 Transportation/Public Works 177 OFFICIAL RECORD CITY OF FORT WORTH ITV S ECRETARY P ase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMEIN TSC City Project No.00488 Revised 11.15.17 FT.WORTH,TX 0061 13-1 PERFORMANCE BOND Page l of 2 Bond No. 8245-50-33 1 SECTION 00 61 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Woody Contractors,Inc. , known as"Principal"herein and 9 Vigilant Insurance Company , a corporate surety(sureties, if more than one) 10 duly authorized to do business in the State of Texas, known as"Surety"herein(whether one or 11 more),are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as"City"herein, in the penal sum of,Two Million,Eight 13 Hundred Seventeen Thousand, Eight Hundred Fifty-Six Dollars& Forty-Five Cents 14 (x$2,817,856.45) lawful money of the United States,to be paid in Fort Worth,Tarrant County, 15 Texas for the payment of which sum well and truly to be made, we bind ourselves,our heirs, 16 executors,administrators, successors and assigns,jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the day of se 20 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 Phase I—Hammond Street and Timothy 22 Drive Drainage Improvements,City Project Number 00488. 23 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to,and as.well during any period of 27 extension of the Contract that may be granted on the part of the City,then this obligation shall be 28 and become null and void, otherwise to remain in full force and ef;ect. 29 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH Phase I—Hammond Street and Timothy Drive Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July I,2011 0061 13-2 PERFORMANCE BOND Page 2 of 2 Bond No. 8245-50-33 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the _lorry day of Sf em �, 20L. 6 PRINCIPAL: 7 WOODY CONTRACTORS,INC. 8 9 10 BY: 11 ign e 12 :rincipTal) 13 � � I14 _ I rot, t 00d 1.,15 �( Secretary ' ame and itle 16 17 Address: 650 Tower Drive 18 Kennedale,Texas 76060 19 n, 20 21 Witness as Principal 22 SURETY: 23 VIGILANT INSURANCE COMPANY 24 25 26 BY: 27 Signature 28 29 Kyle W. Sweeney,Attorney-in-Fact 30 Name and Title 31 32 Address:2001 Bryan Street,Suite 3400 33 Dallas,Texas 75201 34 35 36 Witnes s to Surety Elizabeth Gray Telephone Number:214-754-0777 37 38 39 40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 41 from the by-laws showing that this person has authority to sign such obligation. If 42 Surety's physical address is different from its mailing address, both must be provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Phase I—Hammond Street and Timothy Drive Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 0061 I4-1 PAYMENTBOND Page l of 2 Bond No. 8245-50-33 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Woody Contractors, Inc. known as "Principal" 9 herein, and Vigilant Insurance Company a corporate surety (sureties), 10 duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or 11 more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as "City" herein, in the penal sum of Two 13 Million, Eight Hundred Seventeen Thousand, Eight Hundred Fifty-Six Dollars & Forty-Five 14 Cents ($2,817,856.45) lawful money of the United States, to be paid in Fort Worth, Tarrant 15 County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our 16 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded 19 the day of ,5ep lei, , 20 `� which Contract is hereby referred to and made a 20 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor 21 and other accessories as defined by law, in the prosecution of the Work as provided for in said 22 Contract and designated as Phase I — Hammond Street and Timothy Drive Drainage 23 Improvements, City Project Number 00488. 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute. 32 CITY OF FORT WORTH Phase I—Hammond Street and Timothy Drive Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July I,2011 0061 14-2 PAYMENTBOND Page 2 of 2 Bond No. 8245-50-33 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the-Q�day of M ►r, 20)S. 3 PRINCIPAL: WOODY CONTRACTORS, INC. ATTEST: BY: gnature I roti &/ood,, - err s �n (Principal) Secretary Name4nd Title Address: 650 Tower Drive Kennedale,Texas 76060 nes as t Principal SURETY: VIGILANT INSURANCE COMPANY ATTEST: BY: t Si ure Id e ne a slant Secretary Kyle W. Sweeney, Attome -in-Fact (Surety) Secretary Kenneth C. Wendel Name and Title Address: 2001 Bryan Street, Suite 3400 "law 2" Dallas,Texas 75201 Witn4 as to Surety Elizabeth Piray Telephone Number: 214-754-0777 4 5 Note:. If signed by an officer of the Surety, there must be on file a certified extract from the 6 bylaws showing that this person has authority to sign such obligation. If Surety's physical 7 address is different from its mailing address, both must be provided. 8 9 The date of the bond shall not be prior to the date the Contract is awarded. 10 END OF SECTION 11 CITY OF FORT WORTH Phase I—Hammond Street and Timothy Drive Drainage hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 0061 19-1 MAINTENANCE BOND Page I of 3 Bond No. 8245-50-33 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Woody Contractors, Inc. , known as"Principal" 9 herein and Vigilant Insurance Company , a corporate surety 10 (sureties, if more than one)duly authorized to do business in the State of Texas, known as 11 "Surety" herein(whether one or more),are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as"City" herein, 13 in the.sum of Two Million,Eight Hundred Seventeen Thousand, Eight Hundred Fifty-Six Dollars 14 &Fogy-Five Cents ($2,817,856.45)lawful money of the United States,to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs,executors,administrators, successors and assigns,jointly 17 and severally, firmly by these presents. 18 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded 20 the /l4Lday of be✓ , 20/P, which Contract is hereby referred to and a made part 21 hereof for all purposes as if fully set forth herein,to furnish all materials, equipment labor and 22 other accessories as defined by law, in the prosecution of the Work, including any Work resulting 23 from a duly authorized Change Order(collectively herein,the"Work")as provided for in said 24 contract and designated as Phase I—Hammond Street and Timothy Drive Drainage 25 Improvements,City Project Number 00488; and 26 27 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two (2) years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need thereof at any time within the Maintenance 34 Period. CITY OF FORT WORTH Phase I—Hammond Street and Timothy Drive Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 Bond No. 8245-50-33 1 2 NOW THEREFORE,the condition of this obligation is such that if Principal shall 3 remedy any defective Work, for which timely notice was provided by City,to a completion 4 satisfactory to the City,then this obligation shall become null and void; otherwise to remain in 5 full force and effect. 6 7 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed detective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond; and ll 12 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 13 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FURTHER,that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 19 20 CITY OF FORT WORTH Phase I—Hammond Street and Timothy Drive Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July I,2011 0061 19-3 MAINTENANCE BOND Page 3 of 3 Bond No. 8245-50-33 1 IN WITNESS WHEREON, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the la_�day of m *, 201S. 3 4 PIUNCIPAL: 5 WOODY CONTRACTORS, INC. 6 7 8 BY: 9 S 10 AT T: f / 12 1/oy1 V010JL1 J��911�"�n1' 13 (Principal) Secretary flame and Ale 14 15 Address: 650 Tower Drive 16 Kennedale,Texas 76060 17 18 19ness as t rincipal 20 SURETY: 21 VIGILANT INSURANCE COMPANY 22 23 24 BY: 2 5di nature 26 27 Kyle W. Sweeney, Attorney-in-Fact 28 ATTEST: Name and Title 29 30 `� ` U Address: 2001 Bryan Street, Suite 3400 31 (Surety) Secretary Kenneth C. W del Dallas,Texas 75201 32 33 34 Witness a o Surety Elizabeth Gray Telephone Number: 214-754-0777 35 36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 The date of the bond shall not be prior to the date the Contract is awarded. 40 CITY OF FORT WORTH Phase I—Hammond Street and Timothy Dive Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 Policyholder Information Notice IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una queja: You may call Chubb's toll-free telephone number Usted puede llamar al numero de telefono gratis for information or to make a complaint at de Chubb's para informacion o para someter una queja al 1-800-36-CHUBB 1-800-36-CHUBB You may contact the Texas Department of Puede comunicarse con el Departamento de Insurance to obtain information on companies, Seguros de Texas para obtener informacion acerca coverages, rights or complaints at de companfas, coberturas, derechos o quejas al 1-800-252-3439 1-800-252-3439 You may write the Texas Department of Insurance Puede escribir al Departamento de Seguros de Texas P.O. Box 149104 P.O. Box 149104 Austin, TX 78714-9104 Austin, TX 78714-9104 FAX # (512) 475-1771 FAX # (512) 475-1771 Web: http://www.tdi.state.tx.us Web: http://www.tdi.state.tx.us E-mail: Cons umerProtection@tdi.state.tx.us E-mail: Cons umerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your premium Si tiene una disputa concerniente a su prima o a un or about a claim you should contact the agent first. reclamo, debe comunicarse con el agente primero. If the dispute is not resolved, you may contact the Si no se resueve la disputa, puede entonces Texas Department of Insurance. comunicarse con el departamento (TDI). ATTACH THIS NOTICE TO YOUR POLICY.- UNA ESTE AVISO A SU POLIZA: This notice is for information only and does not Este aviso es solo para proposito de informacion y become a part or condition of the attached no se convierte en parte o condicion del documento document. adjunto. Form 99-10-0299(Rev. 1-08) Chubb POWER Federal Insurance Company Attn: Surety Department OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY pacific Indemnity Company Warren, NJ 07059 cHusaa Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Elizabeth Gray, Charles D. Sweeney,Kyle W. Sweeney and Michael A.Sweeney of Fort Worth,Texas each as their true and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise,bonds and undertakings and other writings obligatory in the nature thereof(other than bail bonds)given or executed in the course of business,and any instruments amending or altering the same,and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 26th day of April, 201 C —i� ennet I,A rstant Secretary 7 :Da ' Norris,Jr.,Vice President STATE OF NEW JERSEY ss. County of Somerset On this 26th day of April,2011 before me,a Notary Public of New Jersey,personally came Kenneth C.Wendel,to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly sworn, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies;and that he signed said Power of Attomey as Assistant Secretary of said Companies by like authority,and that he is acquainted with David B.Norris,Jr„and knows him to be Vice President of said Companies;and that the signature of David B. Norris,Jr.,subscribed to said Power of Attorney is in the genuine handwriting of David B. Norris,Jr.,and was thereto subscribed by authority of said By- Laws and in deponent's presence. Notarial Seal KATHERINE J.ADEIAAR Q � NOTARY PUBUC OF NEW JfkSfl No.2316685 r• ��, Commi�n Expires July i 6,2014 PU ? Notary Public H�NJ �V CERTIFICATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: 'All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the President or a Vice President or an Assistant Vice President,Jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved,printed or lithographed.The signature of each of the following officers:Chairman,President,any Vice President,any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.' I,Kenneth C.Wendel,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY (the"Companies")do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S.Treasury Department;further,Federal and Vigilant are licensed in Puerto Rico and the U.S.Virgin Islands,and Federal is licensed in American Samoa,Guam,and each of the Provinces of Canada except Prince Edward Island;and (iii) the foregoing Power of Attorney is true,correct and in full force and effect. Given under my hand and seals of said Companies at Warren,NJ this /fr_Q e net en el, istant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM,VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER,PLEASE CONTACT US AT ADDRESS LISTED ABOVE,OR BY Telephone(908)903-3493 Fax(908)903-3656 e-mail: Buret chubb.com Form 15-10-02258-U (Ed. 5-03) CONSENT THE SWEENEY COMPANY 1121 E.Loop 820 So., P.O. Box 8720,Fort Worth,Texas 76124-0720,817/457-6700, FAX 817/457-7246 DA SWEENEY September 11, 2018 CHARLES D.SWEENEY JAMES E.SWEENEY WILLIAM R SWEENEY Ms.Jennifer West LARRY J.FABIAN,CLU KYLE W.SWEENEY CITY OF FORT WORTH MICHAEL A.SWEENEY DAVID W.SWEENEY 200 Texas Street Fort Worth,Texas 76102 RE: Bonds Dear Jennifer: Per our conversation,you have our permission to date the bonds and powers of attorney for Woody Contractors bond number 8245-50-33 and Klutz Construction bond number 8245-50-32 concurrent to the date that you put as the contract date on the bonds and the agreement. Please let me know if you have any questions. Sincerely, THE SWEENEY COMPANY Elizabeth (/Gray U Enclosure A ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YY" 9/5/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Michele Lane Higginbotham Insurance Agency, Inc. PHONE FAX 500 W. 13th o : 800-728-2374 A/C No):817-347-6981 Fort Worth TX 76102 ADDE-MRESS: miane&higginbotham.net INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:United Fire&Casualty Co. 13021 INSURED WOODY6 INSURER B:Texas Mutual Insurance Company 22945 Woody Contractors, Inc. 650 Tower Dr. INSURER C: Kennedale TX 76060-3012 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1295537811 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY POLICY NUMBER MMIDD EFF MMIDD/ YYYY LIMITS Y EXP LTR A X COMMERCIAL GENERAL LIABILITY 85319573 4/30/2018 4/30/2019 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE occurrence $100,000 X Ded:$1,000 PD MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY�PEC LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 85319573 4/30/2018 4/30/2019 COMBINED SINGLE LIMIT $1,000.000 Ea accident 1 0 0 000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident A X UMBRELLA LAB X OCCUR 85319573 4/30/2018 4/30/2019 EACH OCCURRENCE $4,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $4,000,000 _ DED I X I RETENTION$0 $ B WORKERS COMPENSATION 0001268770 4/30/2018 4/30/2019 X I PER OTH- AND EMPLOYERS'LABILITY YIN STATUTE ER ANY OFFICERIMEM ER EXCLUDED PROPRIETORIPARTNER/EXECUTIVE FN-] N/A E.L.EACH ACCIDENT $1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Leased/Rented Equip 85319573 4/30/2018 4/30/2019 Limit$250,000 Ded:$1,000 Scheduled Equipment See Below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES ( 101,Additional Remarks Schedule,may be attached H more space is required) The General Liability and Automobile Liability policy includes a blanket automatic additional insured endorsement that provides additional insured status (General Liability includes completed ops)and General Liability,Automobile Liability and Workers'Compensation policy includes a blanket waiver of subrogation endorsement to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. The General Liability policy has a blanket Primary&Non Contributory endorsement that affords that coverage to certificate holders only where there is a written contract between the Named Insured and the certificate holder that requires such status. See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Fort Worth ACCORDANCE WITH THE POLICY PROVISIONS. Transportation&Public Works Dept 1000 o rth TX 7 ton St. AUTHORIZED REPRESENTATIVE Fort Worth TX 76102 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: WOODY8 LOC#: A`oRo ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED Higginbotham Insurance Agency, Inc. Woody Contractors, Inc. 650 Tower Dr. POLICY NUMBER Kennedale TX 76060-3012 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Umbrella is follow form. Project:Hammond Street&Timothy Drive Drainage Improvements City Project No.00488 ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 85319573 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organizations Location And Description Of Completed Operations ANY PERSON OR ORGANIZATION TO WHOM LOCATIONS DESIGNATED AND YOU HAVE AGREED TO NAME AS ADDIT- DESCRIBED IN THE ABOVE IONAL INSURED BY WRITTEN CONTRACT MENTIONED WRITTEN CONTRACT OR AGREEMENT IF THE CONTRACT OR OR AGREEMENT AGREEMENT IS EXECUTED PRIOR TO LOSS Information required to complete this Schedule, if not shown above,will be shown in the Declarations. PREMIUM 11500 A Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following is added to organization(s) shown in the Schedule, but only Section III—Limits Of Insurance: with respect to liability for "bodily injury" or If coverage provided to the additional insured is "property damage"caused, in whole or in part, by required by a contract or agreement, the most we .your wont" at the location designated and will pay on be half of the additional insured is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and 1. Required by the contract or agreement; or included in the "products -completed operations 2. Available under the applicable Limits of hazard". Insurance shown in the Declarations; However: 1. The insurance afforded to such additional whichever is fess. insured only applies to the extent permitted This endorsement shall not increase the applicable by law;and Limits of Insurance shown in the Declarations. 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 0413 ®Insurance Services Office, Inc., 2012 Page 1 of 1 *56022490* 111111111111111111 Policy Number: 85319573 CG 72 08 07 17 TEXAS -EXTENDED ULTRA LIABILITY PLUS ENDORSEMENT COMMERCIAL GENERAL LIABILITY EXTENSION ENDORSEMENT SUMMARY OF COVERAGES This is a summary of the various additional coverages and coverage modifications provided by this endorsement. No coverage is provided by this summary. ' Extended Property Damage ' Expanded Fire Legal Liability to include Explosion, Lightning and Sprinkler Leakage ' Coverage for non-owned watercraft is extended to 51 feet in length ' Property Damage—Borrowed Equipment ' Property Damage Liability—Elevators ' Coverage D—Voluntary Property Damage Coverage $5,000 Occurrence with a $10,000 Aggregate Coverage E—Care,Custody and Control Property Damage Coverage $25,000 Occurrence with a $100,000 Aggregate—$500 Deductible ' Coverage F—Electronic Data Liability Coverage—$50,000 ` Coverage G—Product Recall Expense $25,000 Each Recall Limit with a $50,000 Aggregate—$1,000 Deductible `Coverage H—Water Damage Legal Liability—$25,000 `Coverage I—Designated Operations Covered by a Consolidated (Wrap-Up) Insurance Program—Limited Coverage ' Increase in Supplementary Payments: Bail Bonds to$1,000 ' Increase in Supplementary Payments: Loss of Earnings to$500 ' For newly formed or acquired organizations—extend the reporting requirement to 180 days • Broadened Named Insured 'Automatic Additional Insured—Owners, Lessees or Contractors—Automatic Status When Required in Construction Agreement With You—Including Upstream Parties ` Contractors BlanketAdditional Insured—Products—Completed Operations Coverage— Inciuding Upstream Parties Automatic Additional Insured—Vendors Automatic Additional Insured — Lessor of Leased Equipment Automatic Status When Required in Lease Agreement With You 'Automatic Additional Insured—Managers or Lessor of Premises Additional Insured—Engineers, Architects or Surveyors Not Engaged by the Named Insured Additional Insured—State or Govemmental Agency or Subdivision or Political Subdivision—Permits or Authorizations `Additional Insured—Consolidated Insurance Program (Wrap-Up) Off-Premises Operations Only—Owners, Lessees or Contractors Automatic Status When Required in Construction Agreement With You `Additional Insured—Employee Injury to Another Employee Automatically included—Aggregate Limits of Insurance(per location) `Automatically included—Aggregate Limits of Insurance(per project) Knowledge of occurrence—Knowledge of an "occurrence", "claim or suit" by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent,servant or employee ' Blanket Waiver of Subrogation Liberalization Condition `Unintentional failure to disclose all hazards. If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. "Insured Contract"redefined for Limited Railroad Contractual Liability ` Mobile equipment to include snow removal, road maintenance and street cleaning equipment less than 1,000 lbs GVW Bodily Injury Redefined REFER TO THE ACTUAL ENDORSEMENT FOLLOWING ON PAGES 2 THROUGH 14 FOR CHANGES AFFECTING YOUR INSURANCE PROTECTION CG 72 08 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 14 *61022540* 111111111f1111111111111111111111111111111111111 CG 72 08 07 17 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS - EXTENDED ULTRA LIABILITY PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SECTION I - COVERAGES A. The following changes are made at COVERAGE A—BODILY INJURY AND PROPERTY DAMAGE LIABILITY: 1. Extended Property Damage At 2. Exclusions exclusion a. Expected or Intended Injury is replaced with the following: "Bodily injury"or"property damage"expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or"property damage" resulting from the use of reasonable force to protect persons or property. 2. Expanded Fire Legal Liability At 2. Exclusions the last paragraph is deleted and replaced by the following: Exclusions c. through n. do not apply to damage by fire, explosion, lightning, smoke resulting from such fire, explosion, or lightning or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in SECTION III — LIMITS OF INSURANCE. 3. Non-Owned Watercraft At 2. Exclusions exclusion g. Aircraft,Auto Or Watercraft(2) (a) is deleted and replaced by the following: (a) Less than 51 feet long; 4. Property Damage—Borrowed Equipment At 2. Exclusions the following is added to paragraph (4)of exclusion j. Damage To Property: This exclusion does not apply to "property damage"to borrowed equipment while at a jobsite and while not being used to perform operations. The most we will pay for "property damage"to any one piece of borrowed equipment under this coverage is $25,000 per occurrence. The insurance afforded under this provision is excess over any valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. S. Property Damage Liability—Elevators At 2. Exclusions the following is added to paragraphs(3), (4)and (6) of exclusion j. Damage To Property: This exclusion does not apply to 'property damage" resulting from the use of elevators. However, any insurance provided for such "property damage" is excess over any valid and collectible property insurance (including deductible)available to the insured, whether primary, excess, contingent or on any other basis. B. The following coverages are added: 1. COVERAGE D—VOLUNTARY PROPERTY DAMAGE COVERAGE "Property damage"to property of others caused by the insured: a. While in your possession; or b. Arising out of"your work'. Coverage applies at the request of the insured, whether or not the insured is legally obligated to pay. For the purposes of this Voluntary Property Damage Coverage only: Exclusion j. Damage to Property is deleted and replaced by the following: CG 72 08 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 14 CG 72 08 07 17 j. Damage to Property "Property damage"to: (1) Property held by the insured for servicing, repair, storage or sale at premises you own, rent, lease, operate or use; (2) Property transported by or damage caused by any"automobile", "watercraft" or "aircraft" you own, hire or lease; (3) Property you own, rent, lease, borrow or use. The amount we will pay is limited as described below in SECTION III- LIMITS OF INSURANCE. For the purposes of this Voluntary Property Damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for each coverage, and we are granted sole discretion in making payments under this coverage. 2. COVERAGE E-CARE,CUSTODY AND CONTROL PROPERTY DAMAGE COVERAGE For the purpose of this Care, Custody and Control Property Damage Coverage only: a. Item(4)of Exclusion j. does not apply. The amount we will pay is limited as described below in SECTION III-LIMITS OF INSURANCE. For the purposes of this Care, Custody and Control Property Damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for each coverage, and we are granted sole discretion in making payments under this coverage. 3. COVERAGE F-ELECTRONIC DATA LIABILITY COVERAGE For the purposes of this Electronic Data Liability Coverage only: a. Exclusion p. of Coverage A- Bodily Injury And Property Damage Liability in Section I -Coverages is replaced by the following: 2. e=xclusions This insurance does not apply to: p. Electronic Data Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate"electronic data"that does not result from physical injury to tangible property. However,this exclusion does not apply to liability for damages because of"bodily injury". b. "Property Damage"means: (1) Physical injury to tangible property, including all resulting loss of use of that property.All such loss of use shall be deemed to occur at the time of the physical injury that caused it;or (2) Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the "occurrence"that caused it, or (3) Loss of, loss of use of, damage to, corruption of, inability to access or inability to properly manipulate "electronic data", resulting from physical injury to tangible property. All such loss of"electronic data"shall be deemed to occur at the time of the"occurrence"that caused it. For the purposes of this Electronic Data Liability Coverage, "electronic data" is not tangible property. The amount we will pay is limited as described below in SECTION III-LIMITS OF INSURANCE. 4. COVERAGE G-PRODUCT RECALL EXPENSE a. Insuring Agreement (1) We will pay 90% of"product recall expense" you incur as a result of a "product recall" you initiate during the coverage period. (2) We will only pay for "product recall expense" arising out of"your products" which have been physically relinquished to others. The amount we will pay is limited as described below in SECTION 111-LIMITS OF INSURANCE. CG 72 08 07 17 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 3 of 14 *62022550* 11111111111111111111111111111111111111111111111111 CG 72 08 07 17 b. Exclusions This insurance does not apply to"product recall expense"arising out of. (1) Any fad, circumstance or situation which existed at the inception date of the policy and which you were aware of, or could reasonably have foreseen that would have resulted in a "product recall". (2) Deterioration, decomposition or transformation of a chemical nature, except if caused by an error in the manufacture,design, processing, storage, or transportation of"your product". (3) The withdrawal of similar products or batches that are not defective, when a defect in another product or batch has been found. (4) Acts, errors or omissions of any of your employees, done with prior knowledge of any of your officers or directors. (5) Inherent vice, meaning a natural condition of property that causes it to deteriorate or become damaged. (6) "Bodily Injury" or'Property Damage". (7) Failure of"your product"to accomplish its intended purpose, including any breach of warranty of fitness, quality, efficacy or efficiency,whether written or implied. (8) Loss of reputation, customer faith or approval, or any costs incurred to regain customer market, or any other consequential damages. (9) Legal fees or expenses. (10) Damages claimed for any loss, cost or expense incurred by you or others for the loss of use of "your product". (11) "Product recall expense" arising from the 'product recall' of any of"your products" for which coverage is excluded by endorsement. (12) Any'product recall"initiated due to the expiration of the designated shelf life of"your product". 5. COVERAGE H—WATER DAMAGE LEGAL LIABILITY The Insurance provided under Coverage H (Section 1) applies to'property damage" arising out of water damage to premises that are both rented to and occupied by you. The Limit under this coverage shall not be in addition to the Damage To Premises Rented To You Limit. The amount we will pay is limited as described below in SECTION III —LIMITS OF INSURANCE. 6. COVERAGE I — DESIGNATED OPERATIONS COVERED BY A CONSOLIDATED (WRAP-UP) INSURANCE PROGRAM The following exclusion is added to Paragraph 2. Exclusions of SECTION I— COVERAGES COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY: r. This insurance does not apply to "bodily injury" or "property damage" arising out of either your ongoing operations or operations included within the "products-completed operations hazard" for any "consolidated (Wrap-up) insurance program" which has been provided by the prime contractor/project manager or owner of the construction project in which you are involved. This exclusion applies whether or not a consolidated(Wrap-up) insurance program: a. Provides coverage identical to that provided by this Coverage Part: or b. Has limits adequate to cover all claims. This exclusion does not apply if a "consolidated (Wrap-up) insurance program" covering your operations has been cancelled, non-renewed or otherwise no longer applies for reasons other than exhaustion of all available limits, whether such limits are available on a primary, excess or on any other basis. You must advise us of such cancellation, nonrenewal or termination as soon as practicable. For purposes of this exclusion a "consolidated (wrap-up) insurance program' is a program providing insurance coverage to all parties for exposures involved with a particular (typically major) construction project. CG 72 01 08 15 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 4 of 14 CG 72 08 0717 C. SUPPLEMENTARY PAYMENTS—COVERAGES A AND B is amended: 1. To read SUPPLEMENTARY PAYMENTS 2. Bail Bonds Item 1.b. is amended as follows: b. Up to $1,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 3. Loss of Earnings Item i.d.is amended as follows: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or"suit', including actual loss of earnings up to $500 a day because of time off from work. 4. The following language is added to Item 1. However, we shall have none of the duties set forth above when this insurance applies only for Voluntary Property Damage Coverage and/or Care, Custody or Control Property Damage Coverage and we have paid the Limit of Liability or the Aggregate Limit for these coverages. SECTION II - WHO IS AN INSURED A. The following change is made: Extended Reporting Requirements Item 3.a. is deleted and replaced by the following: a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier. B. The following provisions are added: 4. BROAD FORM NAMED INSURED Item 1.f. is added as follows. f. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period only if there is no other similar insurance available to that entity. However: (1) Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired more than 50 percent of the voting stock; and (2) Coverage B does not apply to "personal and advertising injury' arising out of an offense committed before you acquired more than 50 percent of the voting stock. S. Additional Insured —Owners, Lessees or Contractors-Automatic Status When Required in Construction or Service Agreement With You—Including Upstream Parties a. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy; b. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph a.above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury", "property damage" or"personal and advertising injury" which may be imputed to that person or organization directly arising out of: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. However,the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and CG 72 08 07 17 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 5 of 14 *63022560. 11111111111111111111111111111111111111111111111111 CG 72 08 07 17 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. c. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to: 1. "Bodily injury", "property damage" or"personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection,architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. 2. "Bodily injury"or"property damage"occurring after: a. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs)to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or b. That portion of"your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. 6. Additional Insured—Products Completed Operations Coverage—Including Upstream Parties a. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy; and b. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph a. above. Such person(s) or organization(s) is an additional insured only with respect.to liability for "bodily injury", "property damage" or "personal and advertising injury" which may be imputed to that person or organization directly arising out of"your work" specified in the 'written contract" and included in the "products-completed operations hazard". However: (1) The insurance afforded to such additional insureds only applies to the extent permitted by law; (2) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. (3) Such coverage will not apply subsequent to the first to occur of the following: L The expiration of the period of time required by the"written contract"; or H. The expiration of any applicable statute of limitations or statute of repose with respect to claims arising out of"your work". C, With respect to the insurance afforded to any additional insured under this endorsement, the following additional exclusionary language shall apply: This insurance does not apply to "bodily injury" or "property damage' arising out of the rendering of, or the failure to render,any professional architecture, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. CG 72 08 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 14 CG 72 08 0717 7. Additional insured—Vendors a. Any person(s) or organization(s) (referred to throughout this additional coverage as vendor), but only with respect to "bodily injury" or"property damage", which may be imputed to that person(s) or organization(s) arising out of'your products' shown with the Schedule which are distributed or sold in the regular course of the vendor's business is an insured. However: (1) The insurance afforded to such vendor only applies to the extent permitted by law; and (2) If coverage provided to the vendor is required by a contract or agreement,the insurance afforded to such vendor will not be broader than that which you are required by the contract or agreement to provide for such vendor. b. With respect to the insurance afforded to these vendors,the following additional exclusions apply: (1) This insurance afforded the vendor does not apply to: (a) "Bodily injury" or"property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (b) Any express warranty unauthorized by you; (c) Any physical or chemical change in the product made intentionally by the vendor, (d) Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container. (e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of products. (f) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product. (g) products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor. (h) "Bodily injury" or"property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: i. The exceptions contained in Sub-paragraphs d. or f.; or ii. Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2) This insurance does not apply to any insured person or organization,from whom you have acquired such products, or any ingredient, part or container,entering into, accompanying or containing such products. 8. Additional Insured — Lessor of Leased Equipment — Automatic Status When Required in Lease Agreement With You a. Any person(s) or organization(s) from whom you lease equipment when you and such person(s) or organization(s) have agreed in writing in a contract or agreement that such person(s) or organization(s) be added as an additional insured on your policy. Such person(s) or organization(s) is an insured only with respect to your liability for "bodily injury", "property damage" or "personal and advertising injury" directly arising out of the maintenance, operation or use of equipment leased to you, which may be imputed to such person or organization as the lessor of equipment. However,the insurance afforded to such additional insured: (1) Only applies to the extent permitted by law, and (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 72 08 07 17 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 7 of 14 x64022570* l1111111111111I11111111111111111111111111111 CG 72 08 07 17 A person's or organization's status as an additional insured under this endorsement ends when their contract or agreement with you for such leased equipment ends. b. With respect to the insurance afforded to these additional insureds, this insurance does not apply.to any "occurrence"which takes place after the equipment lease expires. 9. Additional Insured—Managers or Lessors of Premises a. Any person(s)or organization(s), but only with respect to liability arising out of the ownership, maintenance or use of that part of the premises leased to you and subject to the following additional exclusions: This insurance does not apply to: (1) Any"occurrence"which takes place after you cease to be a tenant in that premises. (2) Structural alterations, new construction or demolition operations performed by or on behalf of the person(s) or organization(s) shown in the Schedule. However: (1) The insurance afforded to such additional insured only applies to the extent permitted by law; and (2) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 10. Additional Insured—Engineers,Architects or Surveyors Not Engaged by the Named Insured a. Any architects, engineers or surveyors who are not engaged by you are insureds, but only with respect to liability for"bodily injury" or"property damage" or"personal and advertising injury" which may be imputed to that architect, engineer or surveyor arising out of: (1)Your acts or omissions; or (2)Your acts or omissions of those acting on your behalf; in the performance of your ongoing operations performed by you or on your behalf. But only if such architects, engineers or surveyors, while not engaged by you, are contractually required to be added as an additional insured to your policy. However, the insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; and (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. b. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or failure to render any professional services, including: (1) The preparing, approving, or failing to prepare or approve, maps, drawings, opinions, reports, surveys, change orders,designs or specifications; or (2) Supervisory, inspection or engineering services. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury"or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional services. 11. Additional Insured —State or Governmental Agency or Subdivision or Political Subdivision — Permits or Authorizations Any state or governmental agency or subdivision or political subdivision is an insured, subject to the following provisions: CG 72 08 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 8 of 14 CG 72 08 07 17 a. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. However: (1) The insurance afforded to such additional insured only applies to the extent permitted by law; and (2) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. b. This insurance does not apply to: (1) "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or (2) "Bodily injury"or"property damage"included within the "products-completed operations hazard". 12. Additional Insured Consolidated Insurance Program (Wrap-Up) Off-Premises Operations Only— Owners, Lessees or Contractors a. Any persons or organizations for whom you are performing operations, for which you have elected to seek coverage under a Consolidated Insurance Program, when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy as an insured. Such person or organization is an additional insured only with respect to your liability which may be imputed to that person or organization directly arising out of your ongoing operations performed for that person or organization at a premises other than any project or location that is designated as covered under a Consolidated Insurance Program.A person's or organization's status as an insured under this endorsement ends when your operations for that insured are completed. b. With respect to the insurance afforded to these additional insureds,the following additional exclusion applies. This insurance does not apply to: "Bodily injury", "property damage", or "personal and advertising injury" arising out of the rendering of, or failure to render,any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities. 13. Additional Insured—Employee Injury to Another Employee With respect to your'employees'who occupy positions which are supervisory in nature: Paragraph 2.a.(1)of SECTION It—WHO IS AN INSURED is amended to read: a. 'Bodily injury'or"personal and advertising injury": (1) To you, to your partners or members (if you are a partnership or joint venture), or to your members (if you are a limited liability company); (2) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraph(1)(a) above;or (3) Arising out of his or her providing or failing to provide professional healthcare services. Paragraph 3.a. is deleted. For the purpose of this Item 12 only, a position is deemed to be supervisory in nature if that person performs principle work which is substantially different from that of his or her subordinates and has authority to hire, direct,discipline or discharge. CG 72 08 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 9 of 14 *65022580* 111111111111111111111111111111111111111111!1111111 CG 72 08 07 17 SECTION III - LIMITS OF INSURANCE A. The following Items are deleted and replaced by the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. Medical expenses under Coverage C; b. Damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the"products-completed operations hazard"; and c. Damages under Coverage B; and d. Damages under Coverage H. 3. The Products-Completed Operations Aggregate Limit is the most we will pay under Coverage A for damages because of "bodily injury" and "property damage" included in the "products-completed operations hazard" and Coverage G. 6. Subject to 5. above,the Damage to Premises Rented to You Limit is the most we will pay under Coverage A for damages because of"property damage"to any one premises, while rented to you, or in the case of damage,by fire, explosion, lightning, smoke resulting from such fire, explosion, or lightning or sprinkler leakage while rented to you or temporarily occupied by you with permission of the owner. B. The following are added: 8. Subject to Paragraph S. of SECTION III — LIMITS OF INSURANCE $25,000 is the most we will pay under Coverage H for Water Damage Legal Liability. 9. Coverage G—Product Recall Expense Aggregate Limit$50,000 Each Product Recall Limit $25,000 a. The Aggregate Limit shown above is the most we will pay for the sum of all "product recall expense" you incur as a result of all "product recalls" you initiate during the endorsement,period. b. The Each Product Recall Limit shown above is the most we will pay, subject 10 the Aggregate and $1,000 deductible, for "product recall expense" you incur for any one "product recall" you initiate during the endorsement period. We will only pay for the amount of Product Recall Expenses which are in excess of the deductible amount. The deductible applies separately to each Product Recall. The limits of insurance will not be reduced by the amount of this deductible. We may, or will if required by law, pay all or any part of any deductible amount. Upon notice of our payment of a deductible amount, you shall promptly reimburse us for the part of the deductible amount we paid. 10. Aggregate Limits of Insurance(Per Location) The General Aggregate Limit applies separately to each of your "locations" owned by or rented to you or temporarily occupied by you with the permission of the owner. "Location" means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway,waterway or right-of-way of a railroad. 11. Aggregate Limits of Insurance(Per Project) The General Aggregate Limit applies separately to each of your projects away from premises owned by or rented to you. CG 72 08 07 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 10 of 14 CG 72 08 0717 12. With respects to the insurance afforded to additional insureds afforded coverage by items 5 through 13 of SECTION II—WHO IS AN INSURED above,the following is added: The most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; b. Available under the applicable Limits of Insurance shown in the Declarations; Whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. 13. Subject to 5.of SECTION III— LIMITS OF INSURANCE, a $5,000 'occurrence" limit and a $10,000 "aggregate" limit is the most we will pay under Coverage A for damages because of "property damage" covered under Coverage D—Voluntary Property Damage Coverage. For the purposes of this Voluntary Property Damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for each coverage, and we are granted sole discretion in making payments under this coverage. 14. Subject to 5. of SECTION III — LIMITS OF INSURANCE, a $25,000 'occurrence" limit and a $100,000 "aggregate" limit is the most we will pay under Coverage E—Care, Custody and Control Coverage regardless of the number of: a. Insureds; b. Claims made or"suits" brought;or c. Persons or organizations making claims or bringing"suits". Deductible- Our obligation to pay damages on your behalf applies only to the amount of damages in excess of $500. This deductible applies to all damages because of "property damage" as the result of any one "occurrence" regardless of the number of persons or organizations who sustain damages because of that"occurrence We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. As respects this coverage "Aggregate" is the maximum amount we will pay for all covered 'occurrences" during one policy period. For the purposes of this Care, Custody and Control Property Damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for each coverage, and we are granted sole discretion in making payments under this coverage. 15. Subject to S. of SECTION III — LIMITS OF INSURANCE, the most we will pay for "property damage" under Coverage F—Electronic Data Liability Coverage for loss of'electronic data" is $50,000 without regard to the number of"occurrences". SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS A. The following conditions are amended: 1. Knowledge of Occurrence a. Condition 2., Items a. and b. are deleted and replaced by the following: (1) Duties In The Event Of Occurrence, Offense, Claim Or Suit (a) You must see to it that we are notified as soon as practicable of an "occurrence" or an offense which may result in a claim. Knowledge of an 'occurrence" by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent,servant or employee. To the extent possible, notice should include: i. How,when and where the"occurrence"took place; ii. The names and addresses of any injured persons and witnesses, and iii. The nature and location of any injury or damage arising out of the"occurrence"or offense. CG 72 08 07 17 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 11 of 14 *66022590* 1111111111111111111111111111111111111111111111111 CG 72 08 07 17 (b) If a claim is made or"suit' is brought against any insured, you must: i. Immediately record the specifics of the claim or"suit'and the date received; and ii. Notify us as soon as practicable. You must see to it that we receive written notice of the claim or"suit'as soon as practicable. Knowledge of a claim or "suit' by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee. 2. Where Broad Form Named Insured is added in SECTION II — WHO IS AN INSURED of this endorsement, Condition 4. Other Insurance b. Excess Insurance (1).(a)is replaced by the following: (a) Any of the other insurance, whether primary, excess, contingent or on any other basis, that is available to an insured solely by reason of ownership by you of more than 50 percent of the voting stock, and not withstanding any other language in any other policy. This provision does not apply to a policy written to apply specifically in excess of this policy. B. The following are added: 1. Condition (5) of 2. "Duties in the event Occurrence, Offense, Claim or Suit" c. You or any other involved insured must: (5) Upon our request, replace or repair the property covered under Voluntary Property Damage Coverage at your actual cost, excluding profit or overhead. 10. Blanket Waiver Of Subrogation We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of: premises owned or occupied by or rented or loaned to you, ongoing operations performed by you or on your behalf, done under a contract with that person or organization, 'your work", or "your products'. We waive this right where you have agreed to do so as part of a written contract, executed by you before the "bodily injury" or "property damage" occurs or the 'personal injury" or 'advertising injury"offense is committed. 11. Liberalization If a revision to this Coverage Part, which would provide more coverage with no additional premium becomes effective during the policy period in the state designated for the first Named Insured shown in the Declarations, your policy will automatically provide this additional coverage on the effective date of the revision. 12. Unintentional Failure to Disclose All Hazards Based on our reliance on your representations as to existing hazards, if you unintentionally should fail to disclose all such hazards at the inception date of your policy, we will not deny coverage under this Coverage Part because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. 13. The following conditions are added in regard to Coverage G—Product Recall Expense In event of a "product recall", you must a. See to it that we are notified as soon as practicable of a "product recall". To the extent possible, notice should include how, when and where the"product recall"took place and estimated "product recall expense". b. Take all reasonable steps to minimize"product recall expense".This will not increase the limits of insurance. C. If requested, permit us to question you under oath at such times as may be reasonably required about any matter relating to this insurance or your claim, including your books and records. Your answers must be signed. d. Permit us to inspect and obtain other information proving the loss. You must send us a signed, sworn statement of loss containing the information we request to investigate the claim. You must do this within 60 days after our request. e. Cooperate with us in the investigation or settlement of any claim. f. Assist us upon our request, in the enforcement of any rights against any person or organization which may be liable to you because of loss to which this insurance applies. CG 72 08 0717 includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 12 of 14 CG 72 08 0717 g. Claims Handling (1) Within 15 days after we receive written notice of claim, we will: (a) Acknowledge receipt of the claim. If we do not acknowledge receipt of the claim in writing, we will keep a record of the date, method and content of the acknowledgment; (b) Begin any investigation of the claim; and (c) Request a signed, sworn proof of loss, specify the information you must provide and supply you with the necessary forms. We may request more information at a later date, if during the investigation of the claim such additional information is necessary. (2) We will notify you in writing as to whether: (a) The claim or part of the claim will be paid; (b) The claim or part of the claim has been denied,and inform you of the reasons for denial; (c) More information is necessary; or (d) We need additional time to reach a decision. If we need additional time, we will inform you of the reasons for such need. (3) We will provide notification, as described in (2)(a)through (2)(d)above, within: (a) 15 business days after we receive the signed, sworn proof of loss and all information we requested; or (b) 30 days after we receive the signed, sworn proof of loss and all information we requested, if we have reason to believe the loss resulted from arson.. If we have notified you that we need additional time to reach a decision, we must then either approve or deny the claim within 45 days of such notice. h. We will pay for covered foss or damage within 5 business days after: (1) We have notified you that payment of the claim or part of the claim will be made and have reached agreement with you on the amount of loss; or (2) An appraisal award has been made. However, if payment of the claim or part of the claim is conditioned on your compliance with any of the terms of this policy, we will make payment within 5 business days after the date you have complied with such terms. i. Catastrophe Claims If a claim results from a weather related catastrophe or a major natural disaster,the claim handling and claim payment deadlines described in a. and b. above are extended for an additional 15 days. Catastrophe or Major Natural Disaster means a weather related event which is: (1) Declared a disaster under the Texas Disaster Act of 1975; or (2) Determined to be a catastrophe by the State Board of Insurance. j. The term "business day", as used in this endorsement, means a day other than Saturday, Sunday or a holiday recognized by the state of Texas. k. We will issue loss payment to the first Named Insured shown in the Declarations and any mortgagee or loss payee as designated. 14. Limited Railroad Contractual Liability The following conditions are applicable only to coverage afforded by reason of the redefining of an "insured contract" in the DEFINITIONS section of this endorsement: a. Railroad Protective Liability coverage provided by Railroad Protective Liability Coverage Form (CG 00 35) with minimum limits of$2,000,000 per occurrence and a $6,000,000 general aggregate limit must be in place for the entire duration of any project. b. Any amendment to the Other Insurance condition of Railroad Protective Liability Coverage Form (CG 00 35) alters the primacy of the coverage or which impairs our right to contribution will rescind any coverage afforded by the redefined"insured contract" language. c. For the purposes of the Other Insurance condition of Railroad Protective Liability Coverage Foran(CG 00 35)you,the named insured, will be deemed to be the designated contractor. CG 72 08 07 17 includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 13 of 14 *67022600= 1111111111111111111111111111111111111111 IN 1111 CO 72 08 0717 SECTION V - DEFINITIONS A. At item 12. Mobile Equipment the wording at f.(1) is deleted and replaced by the following: f. (1) Equipment designed primarily for: (a) Snow removal; (b) Road maintenance, but not construction or resurfacing; or (c) Street cleaning; except for such vehicles that have a gross vehicle weight less than 1,000 lbs which are not designed for highway use. B. Item 3. "bodily injury" is deleted and replaced with the following: 3. "bodily injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sickness or disease. C. Item 9. "Insured Contract"c. is deleted and replaced with the following: c. Any easement or license agreement; D. Item 9. "Insured Contract"f.(i) is deleted. E. The following definitions are added for this endorsement only: 23. "Electronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software, including systems and applications software, hard or floppy disks, CD-ROMS, tape drives, cells, data processing devices or any other media which are used with electronically controlled equipment. 24. "Product recall' means a withdrawal or removal from the market of"your'product" based on the determination by you or any regulatory or governmental agency that: a. The use or consumption of "your product" has caused or will cause actual or alleged "bodily injury" or "property damage"; and b. Such determination requires you to recover possession or control of "your product" from any distributor purchaser or user, to repair or replace "your product", but only if "your product" is unfit for use or consumption, or is hazardous as a result of: (1) An error or omission by an insured in the design, manufacturing, processing, labeling, storage, or transportation of"your product'; or (2) Actual or alleged intentional, malicious or wrongful alteration or contamination of "your product" by someone other than you. 25. "Product recall expense"means reasonable and necessary expenses for: a. Telephone, radio and television communication and printed advertisements, including stationery, envelopes and postage. b. Transporting recalled products from any purchaser,distributor or user,to locations designated by you. c. Remuneration paid to your employees for overtime, as well as remuneration paid to additional employees or independent contractors you hire. d. Transportation and accommodation expense incurred by your employees. e. Rental expense incurred for temporary locations used to store recalled products. f. Expense incurred to properly dispose of recalled products, including packaging that cannot be reused. g. Transportation expenses incurred to replace recalled products. h. Repairing, redistributing or replacing covered recalled products with like products or substitutes, not to exceed your original cost of manufacturing, processing, acquisition and/or distribution. These expenses must be incurred as a result of a"product recall". CG 72 08 07 17 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 14 of 14 TeXaSMutuar WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X)Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s)or organization(s)arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement,effective on 4/30/18 at 12:01 a.m,standard time,forms a part of: Policy no.0001268770 of Texas Mutual Insurance Company effective on 4/30/18 Issued to: WOODY CONTRACTORS INC DBA: TRI TECH CONSTRUCTION &L>e7 This is not a bill Authorized representative NCCI Carrier Code: 29939 4/26/18 PO Box 12058,Austin,TX 78711-2058 1 of 1 texasmutual.com 1 (800)859-5995 1 Fax(800)359-0650 WC 42 03 04 B STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology..........................................................................................................1 1.01 Defined Terms...............................................................................................................................l 1.02 Terminology..................................................................................................................................6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3—Contract Documents: Intent,Amending,Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................l l 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 Article5—Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance,Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6—Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and"Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes ...........................................................................................................................................28 6.12 Use of Site and Other Areas.......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebmazyZ 2016 Article 10-Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 -Cost of the Work; Allowances;Unit Price Work; Plans Quantity Measurement......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12-Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 -Tests and Inspections; Correction,Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................56 14.09 Waiver of Claims........................................................................................................................57 Article 15-Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work........................................................... 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febm ry2,2016 Article17—Miscellaneous..............................................................................................................................62 17.01 Giving Notice..............................................................................................................................62 17.02 Computation of Times................................................................................................................62 17.03 Cumulative Remedies.................................................................................................................62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1–DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form,if any, and the Bid Form with any supplements. 10. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday,except for federal or state holidays observed by the City. 11.Buzzsaw–City's on-line,electronic document management and collaboration system. 12. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fe6nuery2,2016 007200-1 GENERAL CONDITIONS Page 2 of 63 13. Change Order—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City-- The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney– The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth,Texas,or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract.A demand for money or services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,representations, or agreements,whether written or oral. 20. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones,if any and(ii)complete the Work so that it is ready for Final Acceptance. 23. Contractor—The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 00 72 00-1 GENERAL CONDITIONS Page 3 of 63 25.Damage Claims — A demand for money or services arising from the Project or Site from a third party,City or Contractor exclusive of a Contract Claim. 26.Day or day—A day,unless otherwise defined, shall mean a Calendar Day. 27.Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth,Texas,or his duly appointed representative,assistant, or agents. 28.Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant,or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30.Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant,or agents. 31. Director of Water Department— The officially appointed Director of the Water Department of the City of Fort Worth, Texas,or his duly appointed representative,assistant, or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34.Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36.Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FdmmryZ 2016 007200-1 GENERAL CONDITIONS Page 4 of 63 38.Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements—Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petrolepm, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42.Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43.Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44.Major Item–An Item of work included in the Contract Documents that has a total cost equal to or greater than 5%of the original Contract Price or$25,000 whichever is less. 45. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46.Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48.PCBs Polychlorinated biphenyls. 49. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 50.Plans–See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxtmy2,2016 0072 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 6 of 63 63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent— The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes,vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water,wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours —Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day—A working day is defined as a day,not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents,have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdx►mry2,2016 0072 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 00 72 00-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING,REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry 2,2016 00 72 00-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications,Codes,Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations,whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractors 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 Per of Work. If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or(c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdx aay2,2016 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification,manual, or the instruction of any Supplier(whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized,by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal(subject to the provisions of Paragraph 6.18.C);or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnnay2,2016 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 party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies,the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed,adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehnsay2,2016 0072 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revision:Fdmmy 2,2016 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time i£ 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. ndicated.1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 0072 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 00 72 00-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data,interpretations,opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and(iii) notify City(and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action,if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entityfrom and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5—BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications 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 attomey-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 attomey-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured)which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as"Additional Insured"on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdauaffy2,2016 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement,which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property&Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required,written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwy2,2016 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups,must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis,must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 00 72 00-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy,unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured.There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means,methods,techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebnueryZ2016 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 00 72 00-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid,unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdnuaffy2,2016 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy 2,2016 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty, and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales,maintenance,repair,and replacement services;and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. 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 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdmg ry2,2016 00 7200-1 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 filrnish 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 fiunishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 0072 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. Penaltyfor Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs,pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febngay2,2016 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11 th 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnimy2,2016 00 72 00-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design,process,product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S.Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fly 2,2016 00 72 00-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin,TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-fonns.htm] 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxnmry2,2016 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work,Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febamy2,2016 00 72 00-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier,pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City, 6. any inspection,test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebmazyZ 2016 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebmacyZ 2016 007200-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnery2,2016 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site,the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements;Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnr8y2,2016 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is < insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing department here' 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehnmry2,2016 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor,who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13,whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCf10N SPECIFICATION DOCUMENTS Revision:Fdxu ry2,2016 0072 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. MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim,with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 0072 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 0072 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. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 00 72 00-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded. The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.0 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.OLA and 11.013, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebuazyZ 2016 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 00 72 00-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities,unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 00 72 00-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.013.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0l.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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 00 72 00-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnimy2,2016 007200-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections,which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnrffyy2,2016 007200-1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor,material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection,testing,replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmaty 2,2016 00 72 00-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others)will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnary2,2016 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim,pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of,the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven(7)days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuazy2,2016 007200-1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebmazyZ 2016 0072 00-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuasy2,2016 00 72 00-1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment. Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment.- 1. ayment.1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febrmy2,2016 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any,to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnkiry2,2016 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City 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 TERNIINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felauazy2,2016 00 72 00-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation,may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.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. I. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 0072 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.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felnmy2,2016 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 00 72 00-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City,any and all such claims shall be conclusively deemed waived. F. In such case,Contractor shall be paid for(without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work,plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless,within that time period,City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdzuazy 2,2016 00 72 00-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if- 1. f1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fd mmy2,2016 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 007300-1 SUPPLEMENTARY CONDITIONS Pagel of 5 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions,unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2,"Resolving Discrepancies" 24 25 Plans govern over Specifications. 26 27 SC-4.01A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.1.,"Availability of Lands" 34 35 The following is a list of known outstanding right-of-way,and/or easements to be acquired,if any as of 36 June 23,2016: 37 38 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION PARCEL No. IPE Tricolor Auto Group LLC 39 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed,and 40 do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 SC-4.01A.2,"Availability of Lands" 46 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised April 1,2013 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 Utilities or obstructions to be removed,adjusted,and/or relocated 2 3 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 4 as of April 13,2018: 5 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 6 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 7 and do not bind the City. 8 9 SC-4.02A.,"Subsurface and Physical Conditions" 10 11 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 12 13 A Geotechnical Report No.DUNA1502.00,dated 6/23/2016,prepared by Gorrondona and Associates,Inc. 14 a sub-consultant of Dunaway Associates L.P.,a consultant of the City,providing additional information on 15 the geotechnical investigation of the project route,including soil sample borings,laboratory testing of 16 selected soil samples,and engineering analyses. 17 18 The following are drawings of physical conditions in or relating to existing surface and subsurface 19 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 20 None. 21 22 SC-4.06A.,"Hazardous Environmental Conditions at Site" 23 24 The following are reports and drawings of existing hazardous environmental conditions known to the City: 25 None. 26 27 SC-5.03A.,"Certificates of Insurance" 28 29 The entities listed below are"additional insureds as their interest may appear"including their respective 30 officers,directors,agents and employees. 31 32 (1) City 33 (2) Consultant: None 34 (3) Other: None 35 36 SC-5.04A.,"Contractor's Insurance" 37 38 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 39 coverages for not less than the following amounts or greater where required by laws and regulations: 40 41 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 42 43 Statutory limits 44 Employer's liability 45 $100,000 each accidentloccurrence 46 $100,000 Disease-each employee 47 $500,000 Disease-policy limit 48 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised April 1,2013 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 SC-5.04B.,"Contractor's Insurance" 2 3 5.04B.Commercial General Liability,under Paragraph GC-5.04B.Contractor's Liability Insurance 4 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 5 minimum limits of- 6 £6 7 $1,000,000 each occurrence 8 $2,000,000 aggregate limit 9 10 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 11 General Aggregate Limits apply separately to each job site. 12 13 The Commercial General Liability Insurance policies shall provide"X","C",and"U'coverage's. 14 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 15 16 SC 5.04C.,"Contractor's Insurance" 17 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under 18 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 19 20 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", 21 defined as autos owned,hired and non-owned. 22 23 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 24 least: 25 26 $250,000 Bodily Injury per person/ 27 $500,000 Bodily Injury per accident/ 28 $100,000 Property Damage 29 30 SC-5.04D.,"Contractor's Insurance" 31 32 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 33 material deliveries to cross railroad properties and tracks-None. 34 35 , 36 , 37 "R44 of 38 " 39 40 41 ' 42 43 44 45 ,issued by eempanies safisfaetefy te the Gity and to the 46 , 47 , 48 49 . 50 51 52 53 _Required for this Contract X Not required for this Contract 54 55 With respeet to the above eudifted imtweaee reqtliftmeats, the fello%4ag shall govefa- CrrY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised April 1,2013 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 2 , 3 the name ef the failfead eeffqm , 4 is affeeted by 11-e Pr-ejeet at entirely sepat�ate leeatiens on the line or- lines ef the same milfead 5 . 6 7 8 , the Gen#aete 9 10 11 , 12 failmad eempany's 13 , 14 sepaFaEien. 15 16 , 17 , 18 be eA twe ef more sepafMe leeafiens. 19 20 ' 21 22 , 23 ' 24 25 26 has been eampleted and the gmde efessing,if any, 27 28 Stieh inswenee ffmst mme the foilmad eempemy as the insured, 29 . 30 31 SC-6.04.,"Project Schedule" 32 33 Project schedule shall be tier 3 for the project. 34 35 SC-6.07.,"Wage Rates" 36 37 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 38 Appendixes: 39 40 2013 Prevailing Wage Rates(Heavy and Highway Construction Projects) 41 42 SC-6.09.,"Permits and Utilities" 43 44 SC-6.09A.,"Contractor obtained permits and licenses" 45 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 46 None. 47 48 SC-6.09B."City obtained permits and licenses" 49 The following are known permits and/or licenses required by the Contract to be acquired by the City: 50 1. TxDOT permit for connecting to existing facility 51 52 SC-6.09C."Outstanding permits and licenses" 53 54 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of April 13, 55 2018: CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised April 1,2013 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 1 2 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 3 4 SC-7.02.,"Coordination' 5 6 The individuals or entities listed below have contracts with the City for the performance of other work at 7 the Site: 8 Vendor Scope of Work Coordination Authority None 9 10 11 SC-8.01,"Communications to Contractor" 12 13 None. 14 15 SC-9.01.,"City's Project Representative" 16 17 The following firm is a consultant to the City responsible for construction management of this Project: 18 None. 19 20 SC-13.03C.,"Tests and Inspections" 21 22 None 23 24 SC-16.01C.1,"Methods and Procedures" 25 26 None 27 28 29 30 END OF SECTION CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised April 1,2013 011100-1 SUMMARY OF WORK Pagel of 3 1 SECTION 011100 2 SUMMARY OF WORK 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0-Bidding Requirements,Contract Forms, and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMIPTISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor,materials,and equipment,and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project,such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work,the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys,or other public places 34 or other rights-of-way as provided for in the ordinances of the City,as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools,materials,and equipment for construction 37 purposes may be stored in such space,but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 011100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise,clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery,plants, 18 lawns,fences,culverts,curbing,and all other types of structures or improvements, 19 to all water, sewer,and gas lines,to all conduits,overhead pole lines,or 20 appurtenances thereof,including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation,company, individual,or other,either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act,omission,neglect,or misconduct in the manner or method or 31 execution of the Work,or at any time due to defective work,material,or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight,and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements,including removal,temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal,unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 01 1100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not"or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include,but are not necessarily limited to: 17 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution-General 26 1. Within 30 days after award of Contract(unless noted otherwise),the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors,trade names,or 31 catalog numbers. 32 a. When this method of specifying is used,it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names,or catalog numbers,provided said products are"or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike,discontinued production of products 39 meeting specified requirements,or other factors beyond control of Contractor; 40 or, 41 b. Contractor proposes a cost and/or time reduction incentive to the City. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 1.5 SUBMITTALS 2 A. See Request for Substitution Form(attached) 3 B. Procedure for Requesting Substitution 4 1. Substitution shall be considered only: 5 a. After award of Contract 6 b. Under the conditions stated herein 7 2. Submit 3 copies of each written request for substitution, including: 8 a. Documentation 9 1) Complete data substantiating compliance of proposed substitution with 10 Contract Documents 11 2) Data relating to changes in construction schedule,when a reduction is 12 proposed 13 3) Data relating to changes in cost 14 b. For products 15 1) Product identification 16 a) Manufacturer's name 17 b) Telephone number and representative contact name 18 c) Specification Section or Drawing reference of originally specified 19 product,including discrete name or tag number assigned to original 20 product in the Contract Documents 21 2) Manufacturer's literature clearly marked to show compliance of proposed 22 product with Contract Documents 23 3) Itemized comparison of original and proposed product addressing product 24 characteristics including,but not necessarily limited to: 25 a) Size 26 b) Composition or materials of construction 27 c) Weight 28 d) Electrical or mechanical requirements 29 4) Product experience 30 a) Location of past projects utilizing product 31 b) Name and telephone number of persons associated with referenced 32 projects knowledgeable concerning proposed product 33 c) Available field data and reports associated with proposed product 34 5) Samples 35 a) Provide at request of City. 36 b) Samples become the property of the City. 37 c. For construction methods: 38 1) Detailed description of proposed method 39 2) Illustration drawings 40 C. Approval or Rejection 41 1. Written approval or rejection of substitution given by the City 42 2. City reserves the right to require proposed product to comply with color and pattern 43 of specified product if necessary to secure design intent. 44 3. In the event the substitution is approved,the resulting cost and/or time reduction 45 will be documented by Change Order in accordance with the General Conditions. 46 4. No additional contract time will be given for substitution. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 5. Substitution will be rejected if: 2 a. Submittal is not through the Contractor with his stamp of approval 3 b. Request is not made in accordance with this Specification Section 4 c. In the City's opinion, acceptance will require substantial revision of the original 5 design 6 d. In the City's opinion, substitution will not perform adequately the function 7 consistent with the design intent 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. In making request for substitution or in using an approved product,the Contractor 13 represents that the Contractor: 14 1. Has investigated proposed product,and has determined that it is adequate or 15 superior in all respects to that specified,and that it will perform function for which 16 it is intended 17 2. Will provide same guarantee for substitute item as for product specified 18 3. Will coordinate installation of accepted substitution into Work,to include building 19 modifications if necessary,making such changes as may be required for Work to be 20 complete in all respects 21 4. Waives all claims for additional costs related to substitution which subsequently 22 arise 23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for the 7 above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature _Recommended _Recommended 38 as noted 39 40 Firm _Not recommended _Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 1 SECTION 013119 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded,tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting,prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request 39 e. Other City representatives 40 f. Others as appropriate CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised August 17,2012 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 1 4. Construction Schedule 2 a. Prepare baseline construction schedule in accordance with Section 0132 16 and 3 provide at Preconstruction Meeting. 4 b. City will notify Contractor of any schedule changes upon Notice of 5 Preconstruction Meeting, 6 5. Preliminary Agenda may include: 7 a. Introduction of Project Personnel 8 b. General Description of Project 9 c. Status of right-of-way,utility clearances,easements or other pertinent permits 10 d. Contractor's work plan and schedule 11 e. Contract Time 12 f. Notice to Proceed 13 g. Construction Staking 14 h. Progress Payments 15 i. Extra Work and Change Order Procedures 16 j. Field Orders 17 k. Disposal Site Letter for Waste Material 18 1. Insurance Renewals 19 m. Payroll Certification 20 n. Material Certifications and Quality Control Testing 21 o. Public Safety and Convenience 22 p. Documentation of Pre-Construction Conditions 23 q. Weekend Work Notification 24 r. Legal Holidays 25 s. Trench Safety Plans 26 t. Confined Space Entry Standards 27 u. Coordination with the City's representative for operations of existing water 28 systems 29 v. Storm Water Pollution Prevention Plan 30 w. Coordination with other Contractors 31 x. Early Warning System 32 y. Contractor Evaluation 33 z. Special Conditions applicable to the project 34 aa. Damages Claims 35 bb. Submittal Procedures 36 cc. Substitution Procedures 37 dd. Correspondence Routing 38 ee. Record Drawings 39 ff. Temporary construction facilities 40 gg. M/WBE or MBE/SBE procedures 41 hh. Final Acceptance 42 ii. Final Payment 43 J. Questions or Comments CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised August 17,2012 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised August 17,2012 013120-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 013120 2 PROJECT MEETINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements,Contract Fors and Conditions of the Contract 13 2. Division 1 —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMIPIISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule,attend and administer as specified,periodic progress meetings,and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor,subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings,in addition to those specified in this Section,may be held when requested 29 by the City,Engineer or Contractor. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement,but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule,including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor 39 b. Project Representative 40 c. Other City representatives CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 013120-2 PROJECT MEETINGS Page 2 of 3 1 4. Meeting Schedule 2 a. In general,the neighborhood meeting will occur within the 2 weeks following 3 the pre-construction conference. 4 b. In no case will construction be allowed to begin until this meeting is held. 5 C. Progress Meetings 6 1. Formal project coordination meetings will be held periodically. Meetings will be 7 scheduled and administered by Project Representative. 8 2. Additional progress meetings to discuss specific topics will be conducted on an as- 9 needed basis. Such additional meetings shall include,but not be limited to: 10 a. Coordinating shutdowns 11 b. Installation of piping and equipment 12 c. Coordination between other construction projects 13 d. Resolution of construction issues 14 e. Equipment approval 15 3. The Project Representative will preside at progress meetings,prepare the notes of 16 the meeting and distribute copies of the same to all participants who so request by 17 fully completing the attendance form to be circulated at the beginning of each 18 meeting. 19 4. Attendance shall include: 20 a. Contractor's project manager 21 b. Contractor's superintendent 22 c. Any subcontractor or supplier representatives whom the Contractor may desire 23 to invite or the City may request 24 d. Engineer's representatives 25 e. City's representatives 26 f. Others,as requested by the Project Representative 27 5. Preliminary Agenda may include: 28 a. Review of Work progress since previous meeting 29 b. Field observations,problems,conflicts 30 c. Items which impede construction schedule 31 d. Review of off-site fabrication, delivery schedules 32 e. Review of construction interfacing and sequencing requirements with other 33 construction contracts 34 f. Corrective measures and procedures to regain projected schedule 35 g. Revisions to construction schedule 36 h. Progress, schedule,during succeeding Work period 37 i. Coordination of schedules 38 j. Review submittal schedules 39 k. Maintenance of quality standards 40 1. Pending changes and substitutions 41 m. Review proposed changes for: 42 1) Effect on construction schedule and on completion date 43 2) Effect on other contracts of the Project 44 n. Review Record Documents 45 o. Review monthly pay request 46 p. Review status of Requests for Information CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 013120-3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable,meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2- PRODUCTS [NOT USED] 20 PART 3- EXECUTION [NOT USED] 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 23 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE Pagel of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal,updating,status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 -No schedule submittal required by contract. Small,brief duration 23 projects 24 b. Tier 2-No schedule submittal required by contract,but will require some 25 milestone dates. Small,brief duration projects 26 c. Tier 3-Schedule submittal required by contract as described in the 27 Specification and herein.Majority of City projects,including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein.Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5- Schedule submittal required by contract as described in the 34 Specification and herein.Large and/or very complex projects with long 35 durations,high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule-Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule-Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative-Concise narrative of the schedule including schedule 2 changes,expected delays,key schedule issues, critical path items,etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost-loaded baseline Schedule using approved software and the 9 Critical Path Method(CPM)as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative(Project Scheduler)responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders,resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met,or when so directed by the City,make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift,shifts per day,working 37 days per week,the amount of construction equipment,or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City,the City may direct the Contractor to increase the level of effort in 43 manpower(trades),equipment and work schedule(overtime,weekend and holiday 44 work,etc.)to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will,after receipt of such justification and supporting 9 evidence,make findings of fact and will advise the Contractor,in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled,the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which,according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time,it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions,weather, 27 technical difficulties,strikes,unavoidable delays on the part of the City or its 28 representatives,and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions,the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates,and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays,affecting paths of activities 2 containing float time,will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts,the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors,the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases,the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera(P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City,no further progress schedules are required. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2- PRODUCTS [NOT USED] 15 PART 3- EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2- PRODUCTS [NOT USED] 34 PART 3- EXECUTION [NOT USED] CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 END OF SECTION 2 Revision Log DATE NAME SUMMARY OF CHANGE 3 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 013300-1 SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal,of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities,or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including,but not limited to: 32 a) Disapproval and resubmittal(if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013300-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z, indicating the resubmission of the same drawing(i.e. 11 A=2nd submission,B=3rd submission,Cath submission,etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings,product data and samples,including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing,sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) `By this submittal,I hereby represent that I have determined and verified 33 field measurements, field construction criteria,materials,dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 Ih inches x flinches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Phase I Hammond Sheet Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product,with the Specification Section number,page and 8 paragraph(s) 9 6. Field dimensions,clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes,but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List,clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List,submittal data may include,but is not necessarily limited to: 38 a. Standard prepared data for manufactured products(sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013300-4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections,include,but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed,materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials,fabrication,and installations in conformance 26 with approved shop drawings,applicable samples,and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned,Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples,where required,to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings,data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors,including details, 26 dimensions,and materials 27 c. Approving departures from details furnished by the City,except as otherwise 28 provided herein 29 2. The review and approval of shop drawings,samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings,data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance,the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013300-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however,all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however,all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments,omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED"is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial,at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered"Not Approved"until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents,then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City,the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal,appropriately coded,will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections,include,but are not necessarily 8 limited to,complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information(RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information(RFI)form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFP'followed by series number,"-xxx",beginning with"01"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required,the City will issue a Field Order or Change 29 Order,as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013300-8 SUBMITTALS Page 8 of 8 1 PART 2- PRODUCTS [NOT USED] 2 PART 3- EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.x.8.Working Days modified to Calendar Days 5 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 013513 2 SPECIAL PROJECT PROCEDURES 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes,but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives,Drop Weight,Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 3. Section 33 12 25—Connection to Existing Water Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Coordination within Railroad permit areas 28 a. Measurement 29 1) Measurement for this Item will be by lump sum. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the lump sum price bid for Railroad Coordination. 33 c. The price bid shall include: 34 1) Mobilization 35 2) Inspection 36 3) Safety training 37 4) Additional Insurance 38 5) Insurance Certificates 39 6) Other requirements associated with general coordination with Railroad, 40 including additional employees required to protect the right-of-way and 41 property of the Railroad from damage arising out of and/or from the 42 construction of the Project. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site. 8 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification,unless a date is specifically cited. 20 2. Health and Safety Code,Title 9. Safety, Subtitle A.Public Safety,Chapter 752. 21 High Voltage Overhead Lines. 22 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 23 Specification 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Coordination with the Texas Department of Transportation 26 1. When work in the right-of-way which is under the jurisdiction of the Texas 27 Department of Transportation(TxDOT): 28 a. Notify the Texas Department of Transportation prior to commencing any work 29 therein in accordance with the provisions of the permit 30 b. All work performed in the TxDOT right-of-way shall be performed in 31 compliance with and subject to approval from the Texas Department of 32 Transportation 33 B. Work near High Voltage Lines 34 1. Regulatory Requirements 35 a. All Work near High Voltage Lines(more than 600 volts measured between 36 conductors or between a conductor and the ground)shall be in accordance with 37 Health and Safety Code,Title 9, Subtitle A,Chapter 752. 38 2. Warning sign 39 a. Provide sign of sufficient size meeting all OSHA requirements. 40 3. Equipment operating within 10 feet of high voltage lines will require the following 41 safety features 42 a. Insulating cage-type of guard about the boom or arm 43 b. Insulator links on the lift hook connections for back hoes or dippers 44 c. Equipment must meet the safety requirements as set forth by OSHA and the 45 safety requirements of the owner of the high voltage lines CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 4. Work within 6 feet of high voltage electric lines 2 a. Notification shall be given to: 3 1) The power company(example: ONCOR) 4 a) Maintain an accurate log of all such calls to power company and record 5 action taken in each case. 6 b. Coordination with power company 7 1) After notification coordinate with the power company to: 8 a) Erect temporary mechanical barriers,de-energize the lines,or raise or 9 lower the lines 10 c. No personnel may work within 6 feet of a high voltage line before the above 11 requirements have been met. 12 C. Confined Space Entry Program 13 1. Provide and follow approved Confined Space Entry Program in accordance with 14 OSHA requirements. 15 2. Confined Spaces include: 16 a. Manholes 17 b. All other confined spaces in accordance with OSHA's Permit Required for 18 Confined Spaces 19 D. Air Pollution Watch Days 20 1. General 21 a. Observe the following guidelines relating to working on City construction sites 22 on days designated as"AIR POLLUTION WATCH DAYS". 23 b. Typical Ozone Season 24 1) May 1 through October 31. 25 c. Critical Emission Time 26 1) 6:00 a.m. to 10:00 a.m. 27 2. Watch Days 28 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 29 with the National Weather Service,will issue the Air Pollution Watch by 3:00 30 p.m. on the afternoon prior to the WATCH day. 31 b. Requirements 32 1) Begin work after 10:00 a.m.whenever construction phasing requires the 33 use of motorized equipment for periods in excess of 1 hour. 34 2) However,the Contractor may begin work prior to 10:00 a.m. if: 35 a) Use of motorized equipment is less than 1 hour,or 36 b) If equipment is new and certified by EPA as "Low Emitting",or 37 equipment burns Ultra Low Sulfur Diesel(ULSD),diesel emulsions,or 38 alternative fuels such as CNG. 39 E. TCEQ Air Permit 40 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 41 F. Use of Explosives,Drop Weight,Etc. 42 1. When Contract Documents permit on the project the following will apply: 43 a. Public Notification 44 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 45 prior to commencing. 46 2) Minimum 24 hour public notification in accordance with Section 01 31 13 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 G. Water Department Coordination 2 1. During the construction of this project,it will be necessary to deactivate, for a 3 period of time,existing lines. The Contractor shall be required to coordinate with 4 the Water Department to determine the best times for deactivating and activating 5 those lines. 6 2. Coordinate any event that will require connecting to or the operation of an existing 7 City water line system with the City's representative. 8 a. Coordination shall be in accordance with Section 33 12 25. 9 b. If needed, obtain a hydrant water meter from the Water Department for use 10 during the life of named project. 11 c. In the event that a water valve on an existing live system be turned off and on 12 to accommodate the construction of the project is required, coordinate this 13 activity through the appropriate City representative. 14 1) Do not operate water line valves of existing water system. 15 a) Failure to comply will render the Contractor in violation of Texas Penal 16 Code Title 7,Chapter 28.03 (Criminal Mischief)and the Contractor 17 will be prosecuted to the full extent of the law. 18 b) In addition,the Contractor will assume all liabilities and 19 responsibilities as a result of these actions. 20 H. Public Notification Prior to Beginning Construction 21 1. Prior to beginning construction on any block in the project, on a block by block 22 basis,prepare and deliver a notice or flyer of the pending construction to the front 23 door of each residence or business that will be impacted by construction. The notice 24 shall be prepared as follows: 25 a. Post notice or flyer 7 days prior to beginning any construction activity on each 26 block in the project area. 27 1) Prepare flyer on the Contractor's letterhead and include the following 28 information: 29 a) Name of Project 30 b) City Project No(CPN) 31 c) Scope of Project(i.e.type of construction activity) 32 d) Actual construction duration within the block 33 e) Name of the contractor's foreman and phone number 34 f) Name of the City's inspector and phone number 35 g) City's after-hours phone number 36 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 37 A. 38 3) Submit schedule showing the construction start and finish time for each 39 block of the project to the inspector. 40 4) Deliver flyer to the City Inspector for review prior to distribution. 41 b. No construction will be allowed to begin on any block until the flyer is 42 delivered to all residents of the block. 43 I. Public Notification of Temporary Water Service Interruption during Construction 44 1. In the event it becomes necessary to temporarily shut down water service to 45 residents or businesses during construction,prepare and deliver a notice or flyer of 46 the pending interruption to the front door of each affected resident. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 0135 13-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 2. Prepared notice as follows: 2 a. The notification or flyer shall be posted 24 hours prior to the temporary 3 interruption. 4 b. Prepare flyer on the contractor's letterhead and include the following 5 information: 6 1) Name of the project 7 2) City Project Number 8 3) Date of the interruption of service 9 4) Period the interruption will take place 10 5) Name of the contractor's foreman and phone number 11 6) Name of the City's inspector and phone number 12 c. A sample of the temporary water service interruption notification is attached as 13 Exhibit B. 14 d. Deliver a copy of the temporary interruption notification to the City inspector 15 for review prior to being distributed. 16 e. No interruption of water service can occur until the flyer has been delivered to 17 all affected residents and businesses. 18 f. Electronic versions of the sample flyers can be obtained from the Project 19 Construction Inspector. 20 J. Coordination with United States Army Corps of Engineers (USACE) 21 1. At locations in the Project where construction activities occur in areas where 22 USACE permits are required,meet all requirements set forth in each designated 23 permit. 24 K. Coordination within Railroad Permit Areas 25 1. At locations in the project where construction activities occur in areas where 26 railroad permits are required,meet all requirements set forth in each designated 27 railroad permit. This includes,but is not limited to,provisions for: 28 a. Flagmen 29 b. Inspectors 30 c. Safety training 31 d. Additional insurance 32 e. Insurance certificates 33 f. Other employees required to protect the right-of-way and property of the 34 Railroad Company from damage arising out of and/or from the construction of 35 the project. Proper utility clearance procedures shall be used in accordance 36 with the permit guidelines. 37 2. Obtain any supplemental information needed to comply with the railroad's 38 requirements. 39 3. Railroad Flagmen 40 a. Submit receipts to City for verification of working days that railroad flagmen 41 were present on Site. 42 L. Dust Control 43 1. Use acceptable measures to control dust at the Site. 44 a. If water is used to control dust,capture and properly dispose of waste water. 45 b. If wet saw cutting is performed,capture and properly dispose of slurry. 46 M. Employee Parking 47 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUNMARY OF CHANGE 1.43—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 13 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 NOTICF- OF 14 ON TR C ION 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 FART WORT 1>w1�a DCR"M XX= I&MV. NOTICE OR TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE E4TERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT.PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) ('TELEPHONE NUMBER) OR MR. (CI AT NNECTO10 (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU. .CONTRACTOR 3 4 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing,coordinating,and payment of all 17 Quality Control testing. r 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails,the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City,notify City,sufficiently 31 in advance,when testing is needed. 32 b. When testing is required to be completed by the Contractor,notify City, 33 sufficiently in advance,that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site,or another external FTP site approved by 38 the City. 39 2) Upload test reports to designated project directory and notify appropriate 40 City representatives via email of submittal posting. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 3) Hard Copies 2 a) 1 copy for all submittals submitted to the Project Representative 3 b. Hard Copy Distribution(if required in lieu of electronic distribution) 4 1) Tests performed by City 5 a) Distribute 1 hard copy to the Contractor 6 2) Tests performed by the Contractor 7 a) Distribute 3 hard copies to City's Project Representative 8 4. Provide City's Project Representative with trip tickets for each delivered load of 9 Concrete or Lime material including the following information: 10 a. Name of pit 11 b. Date of delivery 12 c. Material delivered 13 B. Inspection 14 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 15 perform work in accordance with the Contract Documents. 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2- PRODUCTS [NOT USED] 25 PART 3- EXECUTION [NOT USED] 26 END OF SECTION 27 Revision Log DATE NAME SUMMARY OF CHANGE 28 CITY OF FORT WORTH Phase I Hammond Street Drainage hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015000-1 TEMPORARY FACILrTIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including,but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel,power,light,heat and other utility services necessary for 32 execution,completion,testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping,equipment,devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting,operation of equipment,or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting,and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 E. Dust Control 2 1. Contractor is responsible for maintaining dust control through the duration of the 3 project. 4 a. Contractor remains on-call at all times 5 b. Must respond in a timely manner 6 F. Temporary Protection of Construction 7 1. Contractor or subcontractors are responsible for protecting Work from damage due 8 to weather. 9 1.5 SUBMITTALS [NOT USED] 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2- PRODUCTS [NOT USED] 18 PART 3 - EXECUTION [NOT USED] 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. Temporary Facilities 24 1. Maintain all temporary facilities for duration of construction activities as needed. 25 3.5 [REPAIR] /[RESTORATION] 26 3.6 RE-INSTALLATION 27 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 28 3.8 SYSTEM STARTUP [NOT USED] 29 3.9 ADJUSTING [NOT USED] 30 3.10 CLEANING [NOT USED] 31 3.11 CLOSEOUT ACTIVITIES 32 A. Temporary Facilities 33 1. Remove all temporary facilities and restore area after completion of the Work,to a 34 condition equal to or better than prior to start of Work. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.12 PROTECTION [NOT USED] 2 3.13 MAINTENANCE [NOT USED] 3 3.14 ATTACHMENTS [NOT USED] 4 END OF SECTION 5 Revision Log DATE NAME SUMMARY OF CHANGE 6 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13—Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A.Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification,unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings,provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings,prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control,a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. 39 1) Allow a minimum of 5 working days for permit review. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) Contractor's responsibility to coordinate review of Traffic Control plans for 2 Street Use Permit, such that construction is not delayed. 3 C. Modification to Approved Traffic Control 4 1. Prior to installation traffic control: 5 a. Submit revised traffic control plans to City Department Transportation and 6 Public Works Department. 7 1) Revise Traffic Control plans in accordance with Section 34 71 13. 8 2) Allow minimum 5 working days for review of revised Traffic Control. 9 3) It is the Contractor's responsibility to coordinate review of Traffic Control 10 plans for Street Use Permit, such that construction is not delayed. 11 D. Removal of Street Sign 12 1. If it is determined that a street sign must be removed for construction,then contact 13 City Transportation and Public Works Department, Signs and Markings Division to 14 remove the sign. 15 E. Temporary Signage 16 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 17 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 18 Devices(MUTCD). 19 2. Install temporary sign before the removal of permanent sign. 20 3. When construction is complete,to the extent that the permanent sign can be 21 reinstalled,contact the City Transportation and Public Works Department, Signs 22 and Markings Division,to reinstall the permanent sign. 23 F. Traffic Control Standards 24 1. Traffic Control Standards can be found on the City's Buzzsaw website. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2- PRODUCTS [NOT USED] 34 PART 3- EXECUTION [NOT USED] 35 END OF SECTION 36 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 015713 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0— Bidding Requirements,Contract Forms and Conditions of the 11 Contract 12 2. Division 1 —General Requirements 13 3. Section 3125 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent:NOI 24 2. Notice of Termination:NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change:NOC 28 A.Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM)Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works,Environmental Division,(817)392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division,(817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00,except as stated herein. 43 a. Prior to the Preconstruction Meeting,submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works,Environmental Division for review CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 3 in accordance with Section 0133 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2- PRODUCTS [NOT USED] 12 PART 3- EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 015813 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS 27 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. 32 B. Materials 33 1. Sign 34 a. Constructed of 3/4-inch fir plywood,grade A-C(exterior)or better CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXANIINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. General 9 1. Provide vertical installation at extents of project. 10 2. Relocate sign as needed, upon request of the City. 11 B. Mounting options 12 a. Skids 13 b. Posts 14 c. Barricade 15 3.5 REPAIR/RESTORATION [NOT USED] 16 3.6 RE-INSTALLATION [NOT USED] 17 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 18 3.8 SYSTEM STARTUP [NOT USED] 19 3.9 ADJUSTING [NOT USED] 20 3.10 CLEANING [NOT USED] 21 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE 24 A. General 25 1. Maintenance will include painting and repairs as needed or directed by the City. 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 -Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List,not all 26 products from that manufacturer are approved for use,including but not limited to,that 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.12 WARRANTY [NOT USED] 2 PART 2- PRODUCTS [NOT USED] 3 PART 3- EXECUTION [NOT USED] 4 END OF SECTION 5 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 6 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised December 20,2012 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 3 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. 34 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 35 containers designed and constructed to protect the contents from physical or 36 environmental damage. 37 5. Clearly and fully mark and identify as to manufacturer,item and installation 38 location. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 3 1 6. Provide manufacturer's instructions for storage and handling. 2 B. Handling Requirements 3 1. Handle products or equipment in accordance with these Contract Documents and 4 manufacturer's recommendations and instructions. 5 C. Storage Requirements 6 1. Store materials in accordance with manufacturer's recommendations and 7 requirements of these Specifications. 8 2. Make necessary provisions for safe storage of materials and equipment. 9 a. Place loose soil materials and materials to be incorporated into Work to prevent 10 damage to any part of Work or existing facilities and to maintain free access at 11 all times to all parts of Work and to utility service company installations in 12 vicinity of Work. 13 3. Keep materials and equipment neatly and compactly stored in locations that will 14 cause minimum inconvenience to other contractors,public travel,adjoining owners, 15 tenants and occupants. 16 a. Arrange storage to provide easy access for inspection. 17 4. Restrict storage to areas available on construction site for storage of material and 18 equipment as shown on Drawings,or approved by City's Project Representative. 19 5. Provide off-site storage and protection when on-site storage is not adequate. 20 a. Provide addresses of and access to off-site storage locations for inspection by 21 City's Project Representative. 22 6. Do not use lawns,grass plots or other private property for storage purposes without 23 written permission of owner or other person in possession or control of premises. 24 7. Store in manufacturers' unopened containers. 25 8. Neatly,safely and compactly stack materials delivered and stored along line of 26 Work to avoid inconvenience and damage to property owners and general public 27 and maintain at least 3 feet from fire hydrant. 28 9. Keep public and private driveways and street crossings open. 29 10. Repair or replace damaged lawns,sidewalks, streets or other improvements to 30 satisfaction of City's Project Representative. 31 a. Total length which materials may be distributed along route of construction at 32 one time is 1,000 linear feet,unless otherwise approved in writing by City's 33 Project Representative. 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] 35 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 3 1 PART 2- PRODUCTS [NOT USED] 2 PART 3 - EXECUTION 3 3.1 INSTALLERS [NOT USED] 4 3.2 EXAMINATION [NOT USED] 5 3.3 PREPARATION [NOT USED] 6 3.4 ERECTION [NOT USED] 7 3.5 REPAIR/RESTORATION [NOT USED] 8 3.6 RE-INSTALLATION [NOT USED] 9 3.7 FIELD [OR] SITE QUALITY CONTROL 10 A. Tests and Inspections 11 1. Inspect all products or equipment delivered to the site prior to unloading. 12 B. Non-Conforming Work 13 1. Reject all products or equipment that are damaged,used or in any other way 14 unsatisfactory for use on the project. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION 20 A. Protect all products or equipment in accordance with manufacturer's written directions. 21 B. Store products or equipment in location to avoid physical damage to items while in 22 storage. 23 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 24 the manufacturer. 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 017000-1 MOBII.IZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A.Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment,and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment,and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment,and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment,and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment,supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel,equipment,and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised November 22,2016 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel,equipment,and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel,equipment,and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B.Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C.Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A.Measurement and Payment [Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary.Include the 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 2. Remobilization for suspension of Work as specifically required in the Contract 36 Documents 37 a. Measurement 38 1) Measurement for this Item shall be per each remobilization performed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under"Measurement"will be paid for at the unit 42 price per each"Specified Remobilization"in accordance with Contract 43 Documents. 44 c. The price shall include: 45 1) Demobilization as described in Section 1.1.A.2.a.1) 46 2) Remobilization as described in Section 1.1.A.2.a.2) CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised November 22,2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 d. No payments will be made for standby,idle time,or lost profits associated this 2 Item. 3 3. Remobilization for suspension of Work as required by City 4 a. Measurement and Payment 5 1) This shall be submitted as a Contract Claim in accordance with Article 10 6 of Section 00 72 00. 7 2) No payments will be made for standby,idle time,or lost profits associated 8 with this Item. 9 4. Mobilizations and Demobilizations for Miscellaneous Projects 10 a. Measurement 11 1) Measurement for this Item shall be for each Mobilization and 12 Demobilization required by the Contract Documents 13 b. Payment 14 1) The Work performed and materials furnished in accordance with this Item 15 and measured as provided under"Measurement'will be paid for at the unit 16 price per each"Work Order Mobilization"in accordance with Contract 17 Documents. Demobilization shall be considered subsidiary to mobilization 18 and shall not be paid for separately. 19 c. The price shall include: 20 1) Mobilization as described in Section 1.1.A.3.a.1) 21 2) Demobilization as described in Section 1.1.A.3.a.2) 22 d. No payments will be made for standby,idle time,or lost profits associated this 23 Item. 24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25 a. Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 28 b. Payment 29 1) The Work performed and materials furnished in accordance with this Item 30 and measured as provided under"Measurement'will be paid for at the unit 31 price per each"Work Order Emergency Mobilization"in accordance with 32 Contract Documents. Demobilization shall be considered subsidiary to 33 mobilization and shall not be paid for separately. 34 c. The price shall include 35 1) Mobilization as described in Section 1.1.A.4.a) 36 2) Demobilization as described in Section 1.1.A.3.a.2) 37 d. No payments will be made for standby,idle time, or lost profits associated this 38 Item. 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS [NOT USED] 42 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised November 22,2016 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2- PRODUCTS [NOT USED] 6 PART 3- EXECUTION [NOT USED] 7 END OF SECTION 8 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. 9 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised November 22,2016 FORTWORTH, Section 017123.01 - Attachment A Survey Staking Standards February 2017 \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_01 7123.16.01—Attachment A_Survey Staking Standards.docx Page 1 of 26 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects.These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (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 VIII. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 2 of 26 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth,Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION E*YELLOWLLOW HITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS,AND PINK ALL PAVING INCLUDING CURB,SIDEWALK, BUILDING CORNERS SANITARY SEWER IRRIGATION AND RECLAIMED WATER •' III. Standard Staking Supplies Item Minimum size Lath/Stake 36"tall Wooden Hub(2"x2" min. square preferred) 6"tall Pin Flags(2.5"x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2"or greater diameter) 18" long Survey Marking Paint Water-based Flagging 1"wide Marking Whiskers(feathers) 6" long Tacks (for marking hubs) 3/4" long \\ftworth\file system\Production\Municipal\2006\2006041\Enginee ring\Specs\Div 01-General Requirements\00488_0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 26 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under'Layers', expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. IL A copy of the latest calibration report may be requested by the City at any time. it is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of prope rty/R.O.W.,forced-main water lines, and rough-grade only. No GPS staking for concrete,sanitary sewer, storm drain,final grade,or anything that needs vertical grading with a tolerance of 0.25'or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete,or any other appropriate item with a stable base and of a semi-permanent nature.A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. IL 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 \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 26 E. Preferred Grid Datum Although many plan sets can be in surface coordinates,the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Proiected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lam bert_Conformal_Conic Fa Ise_Easti ng: 1968500.00000000 False—Northing: 6561666.66666667 Central Meridian: -98.50000000 Standard Parallel 1: 32.13333333 Standard—Parallel-2: 33.96666667 Latitude_Of Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS—North—American-1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format Axt csv .dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes(if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234—As-built of Water on Main Street Grid NAD83 TXSP 4202.csv \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_017123.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 26 File 2:C1234—As-built of Water on Main Street—Project Specific Datum.csv Example Control Stakes \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_017123.16.01 Attachment A Survey Staking Standards.docn Page 6 of 26 Y d tY = W OD Q 1:Eci Z � p Z W FZ J Q Ld Z � Q Q J d, 0 W < 1016 EL.= 100.00' m _ Q G J Ct Lit fUi W Z CL d ZW zX W O � 7 Z 4? O Q Q = U IL _� Z G7- _ Z W O Q V)LLI = D Z a (f) Q J U U-j _Z LL- H J Q W ~ m 0 Q Q X Z e� m C) 0 O GP #1 N=5000.00 E=5000.00 V. Water Staking Standards \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_017123.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 26 A. Centerline Staking—Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe(T/P)for 12" diameter pipes or smaller IV. Grade to flow line(F/L)for 16"and larger diameter pipes V. Grade should be 3.50'below the proposed top of curb line for 10"and smaller diameter pipes 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 \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_017123.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 26 p�QN 7 M G� d C7 N Z 4 N Q W7 O (:)j 2 M F� z O " 7 � 7' 0 fS � w fL STA=2+OQ � C-3.62 ry a u_ N ` r"4S W G7 Z r� Z O IL U U O 7' 0/S W/L ,s w STA-1+72-81 F C-391 CY W o 0 rn Y .� < Q � EL- 101,16' fn Q ~ v J o LLJ 1 �o J CL"ac 3m m W U_CL � Z L.J IL wcYi m r Z o D _ N W�''� Z (n U C 9 j O =1x1 7W 2 W W+ ' a 0 �- wwyJ 12 Z Z� =0 �( Q/S W/L STA=o+aa C-3.78 _ 2 Do ~� C.1 Z tater r - tOR.O 4pWJ Q F�2 m m $ � o w i .q d $ s m J V W m a m Z 7 2 VI. Sanitary Sewer Staking \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488-01 71 23.16.01-Attachment A_Survey Staking Standards.docx Page 9 of 26 A. Centerline Staking—Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval 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 \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Req uire ments\00488_017123.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 26 Example Sanitary Sewer Stakes �s S7— C, 1WE- w ytlz �C3 C 'ell a4vi Z z t h� �'y0/g 4 3S611sura+*i00 4w, c-ate UZ W J Y 1 < p �^• W�VJ � � � �� e62" zjN�o of Qom'' u i 12'i r-15 S° A,I/ At w mIWK W L � C.)LIr Fz cr i n IW'1 o U r!) _ 2 V a si U nL V? u n o Z F w W = 7 10 �4 YJu Q J JCDU �' y " x �± fiLLg� t ` T F- i� F Flu H C ��yf, { r a W� 7j vC a aCC I�� l _ �0Ql 7- Z N os 7 Vl 6Z dC ov�i .�Wo uW LA Cr LJ �_j�g 3-1 r--, m (D !! Z' Z 0 M v) C;-OL ff C-6� �s 5 -- -��- �! W-n inW I �n W oil ZE 10, I W O Pral �$a Y r CLn in t4� � az LL m� r T Y :7 \\ftworth\fele system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488-017123.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 26 VII. Storm Sewer & Inlet Staking A. Centerline Staking—Straight Line Tangents I. 1 offset stake every 200'on even stations 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 \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_017123.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 26 Example Storm Inlet Stakes FRONT FRONT (SIDE FACING (-L) (SIDE FACING ) o NO FLAGGING REQUIRED o 1N LIEU OF PINK PAINTED LATH rn n �1 D m 0 _ � la r � 1 M BACK ::E B,-,':--K z (90E FACJtIC R.RW.) KSUE F.40Mr R.G.-N-) IDENTIFIES NHICH P!v IDENTIFIES WICH P,cmT} ill END OF THE WING �.Irlr f �¢ END CF THE YANG BEING STAKED ti BEING STAYED f' I 1 HL9 ElE;'dT1R1 I¢ HUB ElE Jh71nr� II I INLET STATION I o 1 t ; (IF NOTED ON PLANS) + IDENTIFIES GRADE TjC 70 TCF OF CURB T/r IDENTIFIES GRADE -f-- FL TO FLDMJNE A � DISTANCES FOR INLET: STANDARD 10' - 16' RECESSED 1O' - 20f STANDARD DDJBLE 10' - 26.67 —————— F+ECESSED DLiJBLE 10_- 36_67 HUB 'Jr1rH TrZY -----------� ( I BALS'C OF INLET y� ti mI ppI I ,I IAARH)LF ; I °I ��� f I BAU' rF C1JW LACK OF CLIRB FI-VALINE FACE OF INLET FAZE I-F INLET FL.OWUWE EDGE OF F;;7VM1ENT EDGE OF PA's-5AENT EDt7E OF PAVEMENT EDIENT \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 26 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 \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_017123.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 26 Example Curb & Gutter Stakes FRONT (SIDE FACING q) FRONT FRONT IDENflFl F END (SDE FACING Q�T I OST FRONT C (SIDE FACING ) 113EN-nnE5 S7AR7 PONT OF CURVATURE PC {SDE FACING T-} N �I o y e BC m of + jA PT a BACK N IDENTIFIES OFFSET 19 TO y o T GAOL OF CURB OR F/C ( M O {SIDE FACING R.O.W.) FOR FACE OF CURB T� o a La }I w 11 1 I POINT iM J'A i o f 9/C r III I + 1 �i III I IDENTIFIES GRADE IS II TIS TD TOP OF CURB o III I 0 HUB ELEVATION i +P j ro0 GRACE ON I o i' I ji RwDlus Parols I _� —i���`T� NO FLAGGING R QUIR r ji IN LIEU OF PINK PAINTED LATH 434 J�1 I I I i � TOP OF CURB _ r BACK OF CURB I FACE OF CURB'" I — --�-- �so L --- �- PROP FLOWLI NE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection \\ftwrorth\file system\Production\Mlunicipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_017123.16.01—Attachment A,Survey Staking Standards.dacx Page 15 of 26 m 6 LA ° kDMU n § o fr { /,r cmc u \ 2L Ld kA j( \ \ a ` SR §«\ �CL} C� \ ;§L e Z \ »z w j( /f5 / W ��ƒ( -, y! §ƒ�§ \ ee « m 2 c§C \ — — ;K�iz Li \ 03 < § &. _, JO _e %l =�m .w« la - - - t sV3 . C, Ld � . > 2 \ o ct f - a En `°x 9e§ ) J 2 2 w ! ! <w U\ 0L �m/= %#womGgeRsem Prducen Mumdp K20 6\20 6 4#EngneeMnAS e ADw01-General R qur mek60 4 8 017123.16.01-Attachment A S Re Staknakanaesdox Pg 16 of 26 IX. Cut Sheets A. Date of field work B. Staking Method (GPS,total station) C. Project Name D. City Project Number(Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard CitV Cut Sheet City Project Date: Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT# STATION OFFSET DESCRIPTION PROP. STAKED - CUT + FILL -LT/+RT GRADE ELEV. \\ftworth\file system\Prod uction\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 26 X. As-built Survey A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade.Furthermore,the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted.See section IV. As-built survey should include the following(additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults(All sizes) Fire lines Fire hydrants Gate valves(rim and top of nut) Plugs,stub=outs, dead-end lines Air Release valves(Manhole rim and vent pipe) Blow off valves(Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe(each end) Inverts of pipes Turbo Meters \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div OS-General Requirements\00488_017123.16.01 Attachment A_Survey Staking Standards.docx Page 18 of 26 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases.This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write"NOT FOUND"to notify the City. \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_017123.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 26 fh !� -4 S 4 � ■ ■ 11 09i Y1S 3N7k WO!,I I WIN s' s . , +-- f tE ;o -- lit \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_017123.16.01—Attachment A_Survey Staking Standards.docx Page 20 of 26 QA p -@ K•CA7LY J9YY STA 0-9M-WK M"M AwrlymLff!D'D Ll'L 9Arr VAW f AMCM �N OONLRT rti 9=7 AFwAMR tAr4ffId�IZ 9EAD +/ rxlVAEMM S/FEYF WFALs fPML r q0- O`� F/t� E li PL X110 AWAU. BIR EPS E-909G ,79r (`48Mate/" E�P296SrTSlo Hrx/ANCMW �O rea�vr r / tFAE ILF PAI'QRWr IEAD /gyres 4Y v E4WY&W92 W X=. IOr! ~SOL ry 4 A BK6' ao MOWN rtaR" r� Abrr...w w r T ce•aegis. rdhog EMT. jr wATCR ram'P a ww a �'J� ,r wArER : 53 /f Y PROPOSED J :P a SANTARY d ' m 10100/c•sAwrr \ \ �.\ '+.�°. 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DESCRIPTION 1 6946257.189 2296079.165 126.09 SSMH RIM 2 59462fiG.89.3 2296062.141 725.668 GV RINI �t 3 G9463C7.399 2296038.306 726.85 GV RIM COclL-D'.-11- 5 4 694622C.S82 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.115 722.123 GV RIM 5 5946190.528 2296022.721 722.325 FH 7 6946136.012 229S992.115 719.448 WM RIM 3 5946002.267 2295919.133 713.331 WMRIM -TX, ti 9 5946003.056 2295933.418 713.652 CO RIM l-1NF L1 2-z-�Z 10 6945984.677 229588C.52 711.662 SSMH RIM 11 5945986.473 2295869.892 710.04b WM RIN4 12 5945895.077 2295860.962 707.72 W'M RIM �p 13 5945896.591 2295BG2.188 708.205 11VM RIM tet' 'L L 14 594S934.286 2295841.925 7D9.467 WM RIM 1 i 1949936.777 7795830.441 710.094 CO RIM Cco < 16 5945835.678 2295799.707 707.774 SSMH RIM I 17 5945817.488 2235827.011 708.392 SSMH RIM 18 6345759.776 2295758.643 711.218 SSMH RIM 19 6945768.563 2295778.424 710.086 GV RIM 20 5045743.318 2205788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 5945682.21 2295744.22 715.686 WM RIM 23 5945621.902 2295669.471 723.76 WM RIM "`- 24 6945643.407 2295736.03 719.737 CO RIM C�� 25 6945571.059 2295555.195 727.514 SSMH RIM 26 5945539.498 2295667.803 729.123 WM RIM ?G 27 6945519.834 2295619.49 732.689 WM RIM C o 28 6945417.879 2295580.27 74D.521 WMR IM 29 6945456.557 2295543.145 736.451 CO RIM 30 6945387.356 2295597.101 740.756 GV RIM 31 691S370.688 2295606.793 740.976 GV RIM 32 5945393.53 2295510.559 740.408 FH 33 G945321.228 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 38 6945142.015 229i557.bbb 750.853 WM RIM 39 6945113.445 2295520.335 751.871 WM RIM 40 6945049.02 2295527.345 752.257 SSMH RIM �f 41 691SD41.024 2295552.675 751.79 WM RIM T 42 6945038.978 2295552.147 751.RR WM RIM 43 6945006.397 2295518.135 752.615 WM RIM t 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 55MH RIM \\ftworth\file system\Production\Municipal\2006\2006041\Enginee ring\Specs\Div 01-General Requirements\00488_017123.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 26 C. Other preferred as-built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_017123.16.01_Attachment A Survey Staking Standards.docx Page 25 of 26 +' qW xX51, I kkk IG a - L 2 S7 - Mi \\ftworth\file system\Production\Municipal\2006\2006041\Engineering\Specs\Div 01-General Requirements\00488_017123.16.01—Attachment A_Survey Staking Standards.docx Page 26 of 26 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A.Section Includes: 6 1. Requirements for construction staking and construction survey 7 B.Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C.Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A.Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for"Construction Staking". 20 2) Payment for"Construction Staking" shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include,but not be limited to the following: 24 1) Verification of control data provided by City. 25 2) Placement, maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of"cut sheets"using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As-Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for"As-Built Survey". CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised February 14,2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for"Construction Staking"shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include,but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as-built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A.Definitions 12 1. Construction Survev-The survey measurements made prior to or while 13 construction is in progress to control elevation, horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As-built Survey—The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking—The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings.Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey"Field Checks"—Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B.Technical References 26 1. City of Fort Worth—Construction Staking Standards(available on City's Buzzsaw 27 website)—01 71 23.16.01_Attachment A—Survey Staking Standards 28 2. City of Fort Worth- Standard Survey Data Collector Library(fxl)files(available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation(TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors(TSPS), Manual of Practice for Land 32 Surveying in the State of Texas,Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A.The Contractor's selection of a surveyor must comply with Texas Government Code 36 2254(qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A.Submittals, if required, shall be in accordance with Section 0133 00. 39 B.All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A.Field Quality Control Submittals CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised February 14,2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit"Cut-Sheets"conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01 —Attachment A—Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As-built Redline Drawing Submittal 7 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor(RPLS)responsible for the work(refer to 01 71 23.16.01 —Attachment A 10 —Survey Staking Standards) . 11 2. Contractor shall submit the proposed as-built and completed redline drawing 12 submittal one(1)week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as-built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A.Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that construction 24 activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re-stake for any reason,the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City,a 29 sufficient number of stakes or markings have been lost,destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re-stake the deficient areas. 32 B.Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown on 39 the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut,the Contractor shall perform 41 construction survey and verify control data including,but not limited to,the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised February 14,2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the location of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades, if requested, and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City, if requested,to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it,as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances(as outlined in 15 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As-Built Survey 18 1. Required As-Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as-built 21 surveying. 22 b. It is the Contractor's responsibility to coordinate the as-built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12"and under in diameter, it is acceptable to 26 physically measure depth and mark the location during the progress of 27 construction and take as-built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as-built survey including the elevation and 31 location(and provide written documentation to the City)of construction 32 features during the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet, including 37 (2) Horizontal and vertical points of inflection,curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs, stub-outs,dead-end lines 41 (5) Casing pipe(each end)and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines(non-gravity facilities)at the following locations: 45 (1) Minimum every 25O linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection,curvature, 47 etc. 48 3) Stormwater—Not Applicable CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised February 14,2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as-built survey including the elevation and 2 location(and provide written documentation to the City)of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults(All sizes) 10 d) Fire hydrants ` 11 e) Valves(gate,butterfly,etc.) 12 f) Air Release valves(Manhole rim and vent pipe) 13 g) Blow off valves(Manhole rim and valve lid) 14 h) Pressure plane valves 15 i)Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater—Not Applicable 25 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2 - PRODUCTS 29 A.A construction survey will produce,but will not be limited to: 30 1. Recovery of relevant control points,points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations(benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities,easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors, grade beams,parking 35 areas,utilities, streets,highways,tunnels, and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing,when required by the client, indicating the horizontal and vertical 38 location of facilities,easements and improvements,as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent(817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD(.dwg) 44 b. ESRI Shapefile(.shp) CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised February 14,2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file (.csv),formatted with X and Y coordinates in separate columns(use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3- EXECUTION 6 3.1 INSTALLERS 7 A.Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental.The tolerances listed hereafter are 11 based on generalities and, under certain circumstances,shall yield to specific 12 requirements. The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft.vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft.tolerance. 18 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 19 c. Paving or concrete for streets,curbs, gutters, parking areas,drives,alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally,along a boundary or any other restrictive line.Away from any 22 restrictive line,these facilities should be staked with an accuracy producing no 23 more than 0.05ft.tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers,gas,water,telephone and 25 electric lines, shall be located horizontally within their prescribed areas or 26 easements. Within assigned areas,these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained.Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B.Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.I.A. 39 2. Vertical locations shall be established from a pre-established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans.Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions,corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised February 14,2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR/RESTORATION 5 A.If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City,the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey"Field Check"of any monument or 12 benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE-INSTALLATION [NOT USED] 15 3.7 FIELD [oR] SITE QUALITY CONTROL 16 A.It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B.Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A.Survey Checks 22 1. The City reserves the right to perform a Survey Check at any time deemed 23 necessary. 24 2. Checks by City personnel or 3'party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised February 14,2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement&payment under 1.2;added 8/31/2017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal requirements;modified 1.9 Quality Assurance;added PART 2—PRODUCTS; Added 3.1 Installers;added 3.5 Repair/Restoration;and added 3.8 System Startup. Removed"blue text";revised measurement and payment sections for Construction Staking and As-Built Survey;added reference to selection compliance with TGC 2/14/2018 M Owen 2254;revised action and Closeout submittal requirements;added acceptable depth measurement criteria;revised list of items requiring as-built survey"during"and "after"construction;and revised acceptable digital survey file format 1 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised February 14,2018 017423-1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1:3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3- EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. 33 6. Handle materials in a controlled manner with as few handlings as possible. 34 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 35 this project. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 017423-3 CLEANING Page 3 of 4 1 8. Remove all signs of temporary construction and activities incidental to construction 2 of required permanent Work. 3 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 4 have the cleaning completed at the expense of the Contractor. 5 10. Do not bum on-site. 6 B. Intermediate Cleaning during Construction 7 1. Keep Work areas clean so as not to hinder health,safety or convenience of 8 personnel in existing facility operations. 9 2. At maximum weekly intervals,dispose of waste materials,debris and rubbish. 10 3. Confine construction debris daily in strategically located container(s): 11 a. Cover to prevent blowing by wind 12 b. Store debris away from construction or operational activities 13 c. Haul from site at a minimum of once per week 14 4. Vacuum clean interior areas when ready to receive finish painting. 15 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 16 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which 17 may become airborne or transported by flowing water during the storm. 18 C. Interior Final Cleaning 19 1. Remove grease,mastic,adhesives,dust,dirt,stains, fingerprints,labels and other 20 foreign materials from sight-exposed surfaces. 21 2. Wipe all lighting fixture reflectors,lenses,lamps and trims clean. 22 3. Wash and shine glazing and mirrors. 23 4. Polish glossy surfaces to a clear shine. 24 5. Ventilating systems 25 a. Clean permanent filters and replace disposable filters if units were operated 26 during construction. 27 b. Clean ducts,blowers and coils if units were operated without filters during 28 construction. 29 6. Replace all burned out lamps. 30 7. Broom clean process area floors. 31 8. Mop office and control room floors. 32 D. Exterior(Site or Right of Way)Final Cleaning 33 1. Remove trash and debris containers from site. 34 a. Re-seed areas disturbed by location of trash and debris containers in accordance 35 with Section 32 92 13. 36 2. Sweep roadway to remove all rocks,pieces of asphalt,concrete or any other object 37 that may hinder or disrupt the flow of traffic along the roadway. 38 3. Clean any interior areas including,but not limited to,vaults,manholes,structures, 39 junction boxes and inlets. 40 4. If no longer required for maintenance of erosion facilities,and upon approval by 41 City,remove erosion control from site. 42 5. Clean signs,lights,signals,etc. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 017423-4 CLEANING Page 4 of 4 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SLTN94ARY OF CHANGE 7 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1.2011 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees,Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees,bonds, 20 certificates,licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Phase I Hammond Sheet Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXANIINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 0178 39 11 2. Operation and Maintenance Data,if required,in accordance with Section 0178 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection,the City will notify the Contractor,in 19 writing within 10 business days,of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City,immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice,inform the City,that the required Work has been completed. Upon receipt 26 of this notice,the City,in the presence of the Contractor,will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include,but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion 40 1. Once the City Project Representative finds the Work subsequent to Final Inspection 41 to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet). CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 E. Supporting Documentation 2 1. Coordinate with the City Project Representative to complete the following 3 additional forms: 4 a. Final Payment Request 5 b. Statement of Contract Time 6 c. Affidavit of Payment and Release of Liens 7 d. Consent of Surety to Final Payment 8 e. Pipe Report(if required) 9 f. Contractor's Evaluation of City 10 g. Performance Evaluation of Contractor 11 F. Letter of Final Acceptance 12 1. Upon review and acceptance of Notice of Project Completion and Supporting 13 Documentation,in accordance with General Conditions,City will issue Letter of 14 Final Acceptance and release the Final Payment Request for payment. 15 3.5 REPAIR/RESTORATION [NOT USED] 16 3.6 RE-INSTALLATION [NOT USED] 17 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 18 3.8 SYSTEM STARTUP [NOT USED] 19 3.9 ADJUSTING [NOT USED] 20 3.10 CLEANING [NOT USED] 21 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACHMENTS [NOT USED] 25 END OF SECTION 26 Revision Log DATE NAME SUMMARY OF CHANGE 27 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 017839-1 PROJECT RECORD DOCUMENTS Pagel of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A.Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents,including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B.Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C.Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A.Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents,making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. 37 3. To facilitate accuracy of records,make entries within 24 hours after receipt of 38 information that the change has occurred. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 4. Provide factual information regarding all aspects of the Work,both concealed and 2 visible,to enable future modification of the Work to proceed without lengthy and 3 expensive site measurement,investigation and examination. 4 1.10 STORAGE AND HANDLING 5 A.Storage and Handling Requirements 6 1. Maintain the job set of Record Documents completely protected from deterioration 7 and from loss and damage until completion of the Work and transfer of all recorded 8 data to the final Project Record Documents. 9 2. In the event of loss of recorded data,use means necessary to again secure the data 10 to the City's approval. 11 a. In such case,provide replacements to the standards originally required by the 12 Contract Documents. 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2- PRODUCTS 16 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 17 2.2 RECORD DOCUMENTS 18 A.Job set 19 1. Promptly following receipt of the Notice to Proceed,secure from the City,at no 20 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 21 B.Final Record Documents 22 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 23 the City 1 complete set of all Final Record Drawings in the Contract. 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3- EXECUTION 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXANIINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 MAINTENANCE DOCUMENTS 31 A.Maintenance of Job Set 32 1. Immediately upon receipt of the job set,identify each of the Documents with the 33 title,"RECORD DOCUMENTS-JOB SET". 34 2. Preservation 35 a. Considering the Contract completion time,the probable number of occasions 36 upon which the job set must be taken out for new entries and for examination, 37 and the conditions under which these activities will be performed,devise a 38 suitable method for protecting the job set. C=OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 b. Do not use the job set for any purpose except entry of new data and for review 2 by the City,until start of transfer of data to final Project Record Documents. 3 c. Maintain the job set at the site of work. 4 3. Coordination with Construction Survey 5 a. At a minimum,in accordance with the intervals set forth in Section 01 71 23, 6 clearly mark any deviations from Contract Documents associated with 7 installation of the infrastructure. 8 4. Making entries on Drawings 9 a. Record any deviations from Contract Documents. 10 b. Use an erasable colored pencil(not ink or indelible pencil),clearly describe the 11 change by graphic line and note as required. 12 c. Date all entries. 13 d. Call attention to the entry by a"cloud"drawn around the area or areas affected. 14 e. In the event of overlapping changes,use different colors for the overlapping 15 changes. 16 5. Conversion of schematic layouts 17 a. In some cases on the Drawings,arrangements of conduits,circuits,piping, 18 ducts, and similar items, are shown schematically and are not intended to 19 portray precise physical layout. 20 1) Final physical arrangement is determined by the Contractor,subject to the 21 City's approval. 22 2) However,design of future modifications of the facility may require 23 accurate information as to the final physical layout of items which are 24 shown only schematically on the Drawings. 25 b. Show on the job set of Record Drawings,by dimension accurate to within 1 26 inch,the centerline of each run of items. 27 1) Final physical arrangement is determined by the Contractor,subject to the 28 City's approval. 29 2) Show,by symbol or note,the vertical location of the Item("under slab","in 30 ceiling plenum","exposed",and the like). 31 3) Make all identification sufficiently descriptive that it may be related 32 reliably to the Specifications. 33 c. The City may waive the requirements for conversion of schematic layouts 34 where,in the City's judgment,conversion serves no useful purpose. However, 35 do not rely upon waivers being issued except as specifically issued in writing 36 by the City. 37 B.Final Project Record Documents 38 1. Transfer of data to Drawings 39 a. Carefully transfer change data shown on the job set of Record Drawings to the 40 corresponding final documents,coordinating the changes as required. 41 b. Clearly indicate at each affected detail and other Drawing a full description of 42 changes made during construction,and the actual location of items. 43 c. Call attention to each entry by drawing a"cloud" around the area or areas 44 affected. 45 d. Make changes neatly,consistently and with the proper media to assure 46 longevity and clear reproduction. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 2. Transfer of data to other Documents 2 a. If the Documents,other than Drawings,have been kept clean during progress of 3 the Work,and if entries thereon have been orderly to the approval of the City, 4 the job set of those Documents,other than Drawings,will be accepted as final 5 Record Documents. 6 b. If any such Document is not so approved by the City, secure a new copy of that 7 Document from the City at the City's usual charge for reproduction and 8 handling,and carefully transfer the change data to the new copy to the approval 9 of the City. 10 3.5 REPAIR/RESTORATION [NOT USED] 11 3.6 RE-INSTALLATION [NOT USED] 12 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 Revision Log DATE NAME SUMMARY OF CHANGE 22 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 APPENDIX GC-4.01 Availability of Lands • Permanent Drainage Easement Parcel No. 1 PE • Temporary Right of Entry GC-4.02 Subsurface and Physical Conditions • Geotechnical Engineering Report No.DUNA1502.00 • Appendix A—Project Location Diagrams • Appendix B—Boring Location Diagram • Appendix C—Boring Logs and Laboratory Results • Appendix D—USGS Topographic Map • Appendix E—Geologic Information • Appendix F—Unified Soil Classification System • Appendix G—Pavement Design Calculations GG 4.04 UadeWetmd Faeilkies None, GG 4.06 14az"deus EwAfefoaeffW Condition at Site None. GC-6.06.D Minority and Women Owned Business Enterprise Compliance • MBE Special Instructions • MBE Subcontractor-Supplier Utilization Form • MBE Prime Contractor Waiver Form • MBE Good Faith Effort • MBE Joint Venture GC-6.07 Wage Rates • 2013 Prevailing Wage Rates(Heavy and Highway Construction Projects) GC-6.09 Permits and Utilities • TxDOT Permit GG 6.24 Neo&sefimiamiea Neffe-. GR 0160 00 Pr-edtwt Reqt&ements Nene. CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 PHASE 1 HAMMOND ST. AND TIMOTHY DR. DRAINAGE IMPROVEMENTS PARCEL No. 1 PDFE CITY SECRETARY CONTRACT NO: CS-46589 4500 SOUTH FREEWAY LOUIS WETMORE SURVEY,ABSTRACT No. 1649 EXHIBIT "A" Being a permanent drainage facility easement situated in the Louis Wetmore Survey, Abstract No. 1649, City of Fort Worth, Tarrant County, Texas, said permanent drainage facility easement being out of Lot 1, Block 1 of Longhorn Dodge Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Cabinet A, Page 1101 of the Plat Records of Tarrant County, Texas, said Lot 1 being deeded to BV FW, LP as recorded in County Clerk File No. D208258258 of the Deed Records of Tarrant County, Texas, said permanent drainage facility easement being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod found for the northeast corner of said Lot 1, said 5/8 inch iron rod being in the west right-of-way line of Interstate 35-W (a variable width right-of-way), said 5/8 inch iron rod being the southeast comer of Lot 2, Block 1 of Putt-Putt Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-63, Page 33 of said Plat Records of Tarrant County, Texas; THENCE South 00 degrees 23 minutes 42 seconds East,with the east line of said Lot 1 and with the west right-of-way line of said Interstate 35-W, a distance of 20.00 feet to a point for corner; THENCE South 89 degrees 34 minutes 42 seconds West, a distance of 167.78 feet to a point for corner; THENCE South 44 degrees 29 minutes 15 seconds West, a distance of 20.03 feet to a point for corner; THENCE South 00 degrees 36 minutes 12 seconds East, a distance of 205.84 feet to a point for corner; THENCE South 44 degrees 24 minutes 19 seconds West, a distance of 28.28 feet to a point for corner in the west line of said Lot 1, said point being in the east right-of-way line of Old Burleson Road(a variable width right-of-way); THENCE North 00 degrees 36 minutes 12 seconds West, with the west line of said Lot 1 and with the east right-of-way line of said Old Burleson Road, a distance of 260.09 feet to a 1/2 inch iron rod for the northwest comer of said Lot 1; F,xhibit A Page 1 of 2 THENCE North 89 degrees 34 minutes 42 seconds East, passing at a distance of 5.54 feet, a point for the southwest corner of said Lot 2, in all, a distance of 202.04 feet to the POINT OF BEGINNING and containing 8,742 square feet or 0.201 acres of land, more or less. Notes: (1) A plat of even survey date accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. (3) Surveyed on the ground June 22, 2015. Date: July 8, 2016 e F T CURTIS SMITH Curtis Smith 5494 rlP;r C Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 Exhibit A Pase 2 of 2 EXHIBIT 93B 99 LOUIS WETMORE SURVEY PARCEL NO. I—PDFE ABSTRACT No. 1649 AT 5.54' PASSING THE LOT 2 &LOCX I SOUTHWEST CORNER PUTT-PUTT ADDITION OF LOT 2 VOLUME 888-68. PAGE 33 P.A.T.C.T. P.0.B. FND 1/2-R N 89*34'42*E 202.04- FND 5/8"IR .......... ^::::::. .... ............. ........•...... . ..... . . ..iii OO`23'42"E . . . ...... ................. 20.00 S 89*34'42V 16T7 S .............. .... 44!29'1 5V ... ................. ' ........... 20.03ld7 5:1 PERMANENT CO DRAINAGE FACILITY ............ Lu EASEMENT ............ 8,742 SO. Fr. rK OR 0.201 AP.RFR dc F- VJ (n 0 C4 ............ it C4 W Lu —1 C-4 Jw BV FW. LP > ............... QIV/ i11 I1t Sc C14 6255 c.,-/ C.C.F. No. D20825 A.,/ DR.T.C.T. IAI D b lulk�0; 0 / 3 / in ItW // SANITARY SEWER EASEMENT Q (n < Z g&' D.R.T,VOLUME 265C.T.0 PAGE 6 WIDTH PER PLAT IN CAB. A, 0 PG, 1101 +11 %�9G�S�iR� I P.R.T.C.T. 117 EASEMENONT "`iiia SGS LOCATI 10' SANITARY SEWER EASEMENT- III EXFNBrT"B* VOLUME 2650 PAGE 6 D.R.T.C.T. WIDTH PER PLAT IN S 44 24'19V CAB. A, PC. 1101 28.28' P.R.T.C.T' ------ -------------------------- -JI T APPROXIMATE LOCATION OF I \j 15 SANITARY SEWER EASEMENT --- SUBJECT TRACT & CABINET A, PG. 1101 LOCATION OF EASEMENT P.R.T.C.T. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 0 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. SCALE IN FEET ORT WORT City of Fort Worth 1000 THROCKMORTON STREET - FORT WORTH, TEXAS 76102 EXHIBIT SHOWING A O PERMANENT DRAINAGE FACILITY EASEMENT ..........F ... OUT OF S LOT 1, BLOCK 1, LONGHORN DODGE ADDITION AN ADDITION TO THE tp CITY OF FORT WORTH CU TIS L- SMIT�/ TARRANT COUNTY, TEXAS AS RECORDED IN 5494 CABINET A, PAGE 1101 OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS ....... s PROJECT: PHASE I—HAMMOND ST. & TIMOTHY DR. DRAINAGE IMPROVEMENTS ICTFY PROJ. NO.:CS N I ACQUISITION AREA: 8742 SQUARE FEET OR 0.201 ACRES CURTIS SMITH 502,00 1 DRAWN BY: JLC ICAD FILE, PARCEL 1-PDE,DWO REGISTERED PROFESSIONAL LAND SURVEYOR DATE: JULY B. 2016 IEXHIBrr B PAGE I OF 1 ISCALE: 1' - OV IND. 5424 TEXAS FIRM No. 101069M GORRONDONA & ASSOCIATES, INC. - 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 - 817-496-1424 FAX 817-496-1788 PHASE 1 HAMMOND ST. AND TIMOTHY DR. DRAINAGE IMPROVEMENTS PARCEL No. 1 TCE CITY SECRETARY CONTRACT NO: CS-46589 4500 SOUTH FREEWAY LOUIS WETMORE SURVEY,ABSTRACT No. 1649 EXHIBIT "A" Being a temporary construction easement situated in the Louis Wetmore Survey, Abstract No. 1649, City of Fort Worth, Tarrant County, Texas, said temporary construction easement being out of Lot 1, Block 1 of Longhorn Dodge Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Cabinet A, Page 1101 of the Plat Records of Tarrant County, Texas, said Lot 1 being deeded to BV FW,LP as recorded in County Clerk File No. D208258258 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: COMMENCING at a 5/8 inch iron rod found for the northeast corner of said Lot 1, said 5/8 inch iron rod being in the west right-of-way line of Interstate 35-W (a variable width right-of- way), said 5/8 inch iron rod being the southeast corner of Lot 2, Block 1 of Putt-Putt Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-63, Page 33 of said Plat Records of Tarrant County, Texas, from which a 1/2 inch iron rod found for the northwest corner of said Lot 1 bears South 89 degrees 34 minutes 42 seconds West, a distance of 202.04 feet, said 1/2 inch iron rod being in the east right-of-way line of Old Burleson Road ( a variable width right-of-way); THENCE South 00 degrees 23 minutes 42 seconds East, with the east line of said Lot 1 and with the west right-of-way line of said Interstate Highway 35-W, a distance of 20.00 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THENCE South 00 degrees 23 minutes 42 seconds East, with the east line of said Lot 1 and with the west right-of-way line of said Interstate 35-W, a distance of 15.00 feet to a point for corner; THENCE South 89 degrees 34 minutes 42 seconds West, a distance of 161.55 feet to a point for corner; THENCE South 44 degrees 29 minutes 15 seconds West, a distance of 7.57 feet to a point for corner; THENCE South 00 degrees 36 minutes 12 seconds East, a distance of 205.83 feet to a point for corner; THENCE South 44 degrees 24 minutes 19 seconds West, a distance of 49.49 feet to a point for corner in the west line of said Lot 1, said point being in the east right-of-way line of said Old Burleson Road(a variable width right-of-way); Exhibit A Page 1 of 2 THENCE North 00 degrees 36 minutes 12 seconds West, with the west line of said Lot 1 and with the east right-of-way line of said Old Burleson Road, a distance of 21.21 feet to a point for corner; THENCE North 44 degrees 24 minutes 19 seconds East, a distance of 28.28 feet to a point for corner; THENCE North 00 degrees 36 minutes 12 seconds West, a distance of 205.84 feet to a point for corner; THENCE North 44 degrees 29 minutes 15 seconds East, a distance of 20.03 feet to a point for corner; THENCE North 89 degrees 34 minutes 42 seconds East, a distance of 167.78 feet to the POINT OF BEGINNING and containing 6,348 square feet or 0.146 acres of land, more or less. Notes: (1) A plat of even survey date accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. (3) Surveyed on the ground June 22, 2015. Date: July 8, 2016 _ CURTIS SMITH Curtis Smith c' ��, 5494 rc �'�,'s°`£ss Registered Professional Land Surveyor S U RUQ' No. 5494 Texas Firm No. 10106900 Exhibit A Page 2 of 2 LINE TABLE EXHIBIT "B 99 LOUIS WETMORE SURVEY LINE BEARING DISTANCE L-1 S 44'29'1 5"W 7.57' PARCEL NO. 1--TCE ABSTRACT No. 1649 L-2 N 4424'19'E 28.28' LOT 2 BLOCK f L-3 N 44.29'15'E 20.03' PUTT—PUTT ADDITION VOLUME 388-63, PAGE 33 P.O.C. P.R.T.C.T. FND 5/8"IR FND 1/2"R S 89'34'42 W 202.04' S 00`23'42"E �i' � � 20.00' 89' N 34 42"E 187.78 .:::.-..:.:-:.:-::.-.:-.:..-::..-.:..- ::.-.::... :.:.....::.:• .1.. P.O.B. :_ ._ ... .�=:;:;_ :.: I;,:t:,• S 00'23'42`E (( '"`;jj�"� ::;•>::S 89'34-.424W;:::;161.55 15.00' 15.0' TEMPORARY M CONSTRUE ON a EASEM �,.I..I `:?> • •')ao 6.348 SQ. FT. N 1.4 z oto)>:.;' :)'� OR 0.146 ACRES /� i i <a Q Ix • Ld Li r N //`� �� /// -+-I 1y J N 1�p / �' BV FW, LP I I W rtOi�'.'.a:<>� //�e'` `: C.C.F. 258258 DR.T.C.T. : 1 6. � �{ j 10' SANITARY SEWER EASEMENT VOLUME 2650 PAGE 6 D.R.T.C.T. WIDTH PER PLAT IN C:•: �} S I 1 CAB. A, PG. 1101 P.R.T.C.T. LOENT CCA'Tro f,.•:. S 10' SANITARY SEWER EASEMENT- VOLUME ASEMENT VOLUME 2850 PAGE 6 I .,..... D.R.T.C.T. I I WIDTH PER PLAT IN S 44'24'1 9w* P.R.T.C.T, 1101 ) :::•:>:: N 21.21 2 ;,:;:; 49.49'___—__—_--_------ 21.21' �=------------ 1 APPROXIMATE LOCATION OF -'-----------------------`-""- y SUBJECT TRACT & 15' SANITARY SEWER EASEMENT - -- !'----------------------�- CABINET A. PG. 1107 LOCATION OF EASEMENT P.R.T.C.T. - --------------------------------I I 1.NO A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PUT. 60 30 0 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. SCALE IN FEET o�rwoKT City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 EXHIBIT SHOWING A �' 0 F 15.0' TEMPORARY CONSTRUCTION EASEMENT '( .\STF LOT 1, BLOCK 1, LONGHORN DODGE ADDRION � RFo�9N AN ADDITION TO THE CITY OF FORT WORTH C U RTI S S M TARRANT COUNTY, TEXAS AS RECORDED IN CABINET A. PAGE 1101 ` 5494 ' OF THE QFe PUT RECORDS OF TARRANT COUNTY. TEXAS PROJECT: PHASE I—HAMMOND ST. do TIMOTHY DR. DRAINAGE IMPROVEMENTS IEFY PROJ. NO.:CS-46589 ACQUISITION AREA: 6,348 SQUARE FEET OR 0.146 ACRES CURTIS SMITH JOB NO.: DUNA1502.00 DRAWN BY: JLC CAD FILE: PARCEL 1-TCE.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE JULY 8 2018 EXHIBIT B PAGE 1 Q SCALE: 1' - 80' N0. 5494 TEXAS FIRM No. 10108900 GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 70118 • 817-496-1424 FAX 817-498-1768 METES AND BOUNDS DESCRIPTION 20' PERMANENT DRAINAGE EASEMENT BEING a 0.1425 acre tract of land situated in the Louis Wetmore Survey, Abstract Number 1649, Tarrant County, in the City of Fort Worth being all of a drainage easement described in the deed to the City of Fort Worth recorded in Volume 5083, Page 730, Deed Records of Tarrant County, Texas (D.R.T.C.T.) and being a portion of Lot 1, Block 1, Longhorn Dodge Addition, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Page 1101, Plat Records of Tarrant County, Texas (P.R.T.C.T.), said 0.1425 acre tract of land being more particularly described as follows; BEGINNING at a found 5/8 inch iron rod in the westerly right—of—way line of Interstate 35—W (variable width) for the northeast corner of said Lot t, Block 1; THENCE South 00 degrees 23 minutes 51 seconds East, with the westerly right—of—way line of Interstate 35—W, a distance of 21.00 feet to the beginning of a curve to the left, having a radius of 70.00 feet and whose chord bears South 47 degrees 39 minutes 33 seconds West, a distance of 21.10 feet; THENCE Southwesterly, departing the westerly right—of—way line of Interstate 35—W and along said curve to the left, through a central angle of 17 degrees 20 minutes 00 seconds and an arc distance of 21.18 feet to the point of tangency, THENCE South 39 degrees 02 minutes 15 seconds West, a distance of 291.88 feet to a point on the easterly o right—of—way line of Old Burleson Road (variable width); THENCE North 00 degrees 36 minutes 20 seconds West, along the easterly right—of—way line of said Old Burleson Road, a distance of 31.38 feet to a point for corner from which a found 1/2 iron rod for the northwest corner of said Lot 1, Block 1 bears North 00 degrees 36 minutes 20 seconds West, a distance of 299.06 feet; THENCE North 39 degrees 02 minutes 15 seconds East, departing the easterly right—of—way line of said Old Burleson Road, a distance of 266.84 feet to the beginning of a curve to the right, having a radius of 90.00 feet and whose chord bears North 50 degrees 20 minutes 30 seconds East, a distance of 36.43 feet; THENCE Northeasterly, along said curve to the right, through a central angle of 23 degrees 21 minutes 23 seconds and an arc distance of 36.69 feet to a point on the north line of said Lot 1, Block 1; c o THENCE South 89 degrees 34 minutes 34 seconds East, along the north line of said Lot 1, Block 1, a distance of 3.50 feet to the POINT OF BEGINNING and containing 0.1425 acres (6,208 square feet) of land. NOTE: Bearings and coordinates are based upon the Texas State Coordinate System (NA083), North Central Zone 4202, and by GPS observations made on the ground. All distances described herein are in surface. 8 u c U d` S W < H EXHIBIT 'A' R 2006041.003 PAGE 1 OF 2 A drawing of even date accompanies this metes and bounds description. P�E���00 T� 20' PERMANENT eo'�•' o '� °S Tr • ' DRAINAGE EASEMENT � s JULY 18,2018 0 STEPHEN R. GLOSUP 0.1425 ACRES 0. DUNA ° 5570 �:+� 6,208 SQUARE FEET WAY '*i 00c-Ess o;:°o m 550 Bailey Avenue •Suite 400 •Fort Worth.Texas 76107 O °S U R '� CITY OF FORT WORTH m Tel:817.335.1121 7� TARRANT COUNTY,TEXAS a FIRM REGISTRATION 10098100 w O a I I LOT 2, BLOCK 1 PUTT—PUTT ADDITION I VOLUME 388-63, PAGE 33 POINT OF P.R.T.C.T. N89'34'34'E 3.50' BEGINNING S89'34'34'W 198.54' FOUND 5/8- FOUND 1/2' — — — — A-23'21'23' — IRON ROD IRON ROD R=90.00' L=36.69' I SOO-23-51-E CH-N50'20'30"E 36.43' I 21,00' LOT 1, BLOCK 1 LONGHORN DODGE I I ADDITION e=17'20'00' I CABINET A, PAGE 1101 I I R=70.00' L-21.18' P.R.T.C.T. I i I CH-S47'39'33'W 21.10' I BV FW, LP I I P 8 DOCUMENT NUMBER 5' UTILITY EASEMENT W N D208258258 I I CABINET A, SLIDE 1101 CL N O.P.R.T.C.T. �0' STORM DRAIN I P.R.T.C.T. < < 13 g,�' EASEMENT I Q 3 `ti VOLUME 5083 I O I i 4 •<v PAGE 730 10' SANITARY SEWER �9 cc 6 0 .�.y �� D.R.T.C.T. EASEMENT Z 4 r) A�' o�'`' I I VOLUME 2650, PAGE 6 O g �'h°' ti i D.R.T.C.T. J c y �p�p'16k I ( 5= � � � I �� �v���p►� III 3 I �,p��,� � Im LA is III 20' PERMANENT I ( m O > DRAINAGE EASEMENT IUJI 0.1425 ACRES I ( Q 3 (6,208 SQUARE FEET) I I N o o_ LOT 1, BLOCK 1 ( N W °O LONGHORN DODGE BV FW, LP I ADDITION DOCUMENT NUMBER III I- 8 CABINET A. PAGE 1101 D208258258 I I Z z P.R.T.C.T. O.P.R.T.C.T. ( < I t - - - - - - - - - - - - - - - - -- i .. NOTE: I — ( o so' - i Bearings and coordinates- -are-based-upon- -the-Texas- - - - -- - - -- - --, I State Coordinate System (NA083), North Central I I 1 SentF FEET Zone 4202, and by GPS observations made on the I I �•� so' ° ground. All distances shown hereon are In surface. EXHIBIT 'A' , m 2006041.003 PAGE 2 OF 2 R A metes and bounds description of even > date accompanies this drawing. so*** T 20' PERMANENT B '1 ST f°°°E',I, 20 PERMANENT RF°°.�' DRAINAGE EASEMENT JULY 18,2018moo° e`r o STEPHEN R. GLOSUP 0.1425 ACRES ° DUNAWAV �°+�0:0 5570oa�,o 6,208 SQUARE FEET ::00°°° A CITY OF FORT WORTH 550 Bodey Avenue• suite 400•Fort Worth,Texas 76107 SU R �' Tel:817.335.1121 Of TARRANT COUNTY,TEXAS p FIRM REGISTRATION 10098100 y D METES AND BOUNDS DESCRIPTION 10' TEMPORARY CONSTRUCTION EASEMENT BEING a 0.0668 acre tract of land situated in the Louis Wetmore Survey, Abstract Number 1649, Tarrant County, in the City of Fort Worth, being a portion of Lot 1, Block 1. Longhorn Dodge Addition, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Page 1101, Plat Records of Tarrant County, Texas (P.R.T.C.T.), said 0.0668 acre tract of land being more particularly described as follows; COMMENCING at a found 5/8 inch iron rod in the westerly right—of—way line of Interstate 35—W (variable width) for the northeast corner of said Lot 1, Block 1; THENCE South 89 degrees 34 minutes 34 seconds West, departing the westerly right—of—way line of said Interstate 35—W with the north line of said Lot 1, Block 1, a distance of 3.50 feet to the POINT OF BEGINNING being the beginning of a curve to the left, having a radius of 90.00 feet and whose chord bears South 50 degrees 20 minutes 30 seconds West, a distance of 36.43 feet; THENCE Southwesterly, along said curve to the left, through a central angle of 23 degrees 21 minutes 23 seconds West, and an arc distance of 36.69 feet to the point of tangency, THENCE South 39 degrees 02 minutes 15 seconds West, a distance of 266.84 feet to a point on the easterly right—of—way line of Old Burleson Road (variable width); W THENCE North 00 degrees 36 minutes 20 seconds West, along the easterly right—of—way line of said Old Burleson Road, a distance of 15.67 feet to a point for corner from which a found 1/2 iron rod for the northwest corner of said Lot 1, Block 1 bears North 00 degrees 36 minutes 20 seconds West, a distance of 213.39 feet; THENCE North 39 degrees 02 minutes 15 seconds East, departing the easterly right—of—way line of said Old Burleson Road, a distance of 254.74 feet to the beginning of a curve to the right, having a radius of 100.00 feet and whose chord bears North 45 degrees 35 minutes 40 seconds East, a distance of 24.07 feet; THENCE Northeasterly, along said curve to the right, through a central angle of 13 degrees 49 minutes 25 seconds and an arc distance of 24.13 feet to a point on the north line of said Lot 1, Block 1; THENCE North 89 degrees 34 minutes 34 seconds East, along the north line of said Lot 1, Block 1. a distance of 18.64 feet to the POINT OF BEGINNING and containing 0.0668 acres (2,909 square feet) of land. 0 NOTE: Bearings and coordinates are based upon the Texas State Coordinate System (NAD83), North Central Zone 4202, and by GPS observations made on the ground. All distances described herein are in surface. c� 9c 03 EXHIBIT 'A' 2006041.003 PAGE 1 OF 2 A drawing of even date accompanies this metes and bounds description. 0 F , !�•' 000's",•:r-f' 10 TEMPORARY CONSTRUCTION JULY 18,2018 �,;e RFP:cul EASEMENT .Q do STEPHEN R. GLOSUP 0.0668 ACRES 0. ZINC DU ; •o • 2,909 SQUARE FEET Y � � �;,� 5570 P;a� '�y•.•;Fss�O•• O 550 Bailey Avenue •Suite 400•Fort Worth,Texas 76107 SCITY OF FORT WORTH �•�••V�y 7 Tel:817.335 1121 UR /d TARRANT COUNTY,TEXAS o FIRM REGISTRATION 10098100 W 0 it LOT 2, BLOCK 1 589'34'34"W PUTT—PUTT ADDITION ' VOLUME 388-63, PAGE 33 3.50I POINT OF P.R.T.C.T. N89'34'34"E 18,64' COMMENCING _ N_89'34'340E 179.90' FOUND 5/'8" FOUND 1/2- A-13'49'25" IRON ROD IRON ROD R=100.00' L=24.13' I I CH=N45'35'40"E 24.07' IJI POINT OF LOT 1, BLOCK 1 / BEGINNING i LONGHORN DODGE / I I ADDITION 1101 I A-23'21'23" CABINET A. PA / I I R=90.00 L=36.69 / I I CH=550'20'30"W 36.43' BV FW, LP DOCUMENT NUMBER ^p �,/ I �-�----5' UTILITY EASEMENT W a D208258258 I I CABINET A, SLIDE 1101 13 O.P.R.T.C.T. ti STORM DRAIN III P.R.T.C.T. Q ; IN• EASEMENT .��` rorO VOLUME 5083 I I O i ;° A`ti' �' PAGE 730 10' SANITARY SEWER o •3' D.R.T.C.T. ( EASEMENT Z �_ z �� �'�� / I VOLUME 2650, PAGE 6 O �.0�' D.R.T.C.T. 4 In �� o�0;0 I I I o I / '00,�o' III a 10' TEMPORARY CONSTRUCTION I M CZi ) > 3 EASEMENT i + LU N / 0.0668 ACRES I c / (2,909 SQUARE FEET) i I F- 0 0 / LOT 1, BLOCK 1 I Z LONGHORN DODGE BV FW, LP I Lu ADDITION DOCUMOENT NUMBER I I F— m� CABINET A, PAGE 1101 D2 8258258 I Z_ P.R.T.C.T. O.P.R.T.C.T. NOTE: �— I 0 50' Bearings and coordinates are based upon the Texas State Coordinate System (NAD83), North Central I I SCALE FEET n Zone 4202, and by GPS observations made on the A I I �•� 50 ground. All distances shown hereon are in surface. EXHIBIT 'A' 2006041.003 PAGE 2 OF 2 A metes and bounds description of even Q F l date accompanies this drawing. • •••O°•• F ,%N;•• O,%S TER GO.-j- 10,TEMPORARY CONSTRUCTION EASEMENT JULY 18,2018 STEPHEN R. GLOSUP 0.0668 ACRES 0 O i ' DUNAWAY �•'°°Esso, 2,909 SQUARE FEET �O°•i • m 550 Bailey Avenue •Suite 400•Fort Worth.Texas 76107 S U R V ` 7 CITY OF FORT WORTH a Tel:817.335.1121 / IB TARRANT COUNTY,TEXAS FIRM REGISTRATION 10098100 L J i GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 GEOTECHNICAL ENGINEERING REPORT I: HAMMOND STREET STORM DRAIN IMPROVEMENTS FORT WORTH, TEXAS GEOTECHNICAL ENGINEERING REPORT Hammond Street Storm Drain Improvements Fort Worth, Texas Prepared by: A Gorrondona &Associates, Inc. Prepared for: Dunaway Associates, LP 550 Bailey Avenue, Suite 400 Fort Worth,Texas 76107 Attention: Mr. Michael J. Dellies, P.E. June 24, 2016 G&AI Project No. DUNA1502.00 GORRONDONA&ASSOCIATES,INC.-TEXAS ENGINEERING FIRM REGISTRATION No.F-7933 Gorrondona & Associates, Inc. June 24, 2016 Michael J. Dellies, P.E. Dunaway Associates, LP 550 Bailey Avenue, Suite 400 Fort Worth,Texas 76107 Re: GEOTECHNICAL ENGINEERING REPORT Hammond Street Storm Drain Improvements Fort Worth,Texas G&AI Project No. DUNA1502.00 Dear Mr. Dellies: Gorrondona & Associates, Inc. (G&AI) is pleased to submit this Geotechnical Engineering Report for the referenced project. We appreciate the opportunity of working with you. Please contact us if you have any questions or require additional services. Respectfully submitted, Lee Gurecky, P.E. Project Engineer Jenell S. Strachan, P.E. Area Manager-Geotechnical & CMT Services 7524 Jack Newell Blvd. South •Fort Worth,Texas 76118.817.496.1424• Fax 817.496.1768 Gorrondona&Associates, Inc.—Texas Engineering Firm Registration No. F-7933 y ' i # r -f� ISS. �. y / } t i� ,�ya; ■f'f �i S i i i .I �1 -11' Y- tli i I I Ti 1 11 I.� Y If } 4 TABLE OF CONTENTS Page 1.0 Introduction .................................................................................................................... 1 2.0 Field Investigation........................................................................................................... 2 3.0 Laboratory Testing..........................................................................................................3 4.0 Site Conditions ................................................................................................................4 4.1 General........................................................................................................................4 4.2 Geology.......................................................................................................................5 4.3 Soil/Rock......................................................................................................................5 4.4 Groundwater...............................................................................................................6 5.0 Analysis and Recommendations..................................................................................... 7 5.1 Seismic Site Classification ........................................................................................... 7 5.2 Construction Excavations............................................................................................ 7 5.3 Groundwater Control..................................................................................................8 5.4 Earthwork....................................................................................................................8 5.4.1 Site Preparation ...................................................................................................8 5.4.2 Proofroll ...............................................................................................................9 5.4.3 Grading and Drainage ..........................................................................................9 5.4.4 Wet Weather/Soft Subgrade ...............................................................................9 5.4.5 Fill.........................................................................................................................9 5.4.6 Testing................................................................................................................ 10 5.5 Demolition Considerations ....................................................................................... 11 5.6 Loading on Buried Structures.................................................................................... 11 5.7 Buried Pipe................................................................................................................ 12 5.8 Pavement.................................................................................................................. 13 5.8.1 Design Parameters............................................................................................. 13 5.8.2 Rigid Pavement .................................................................................................. 14 5.8.3 Flexible Pavement.............................................................................................. 14 5.8.4 Pavement Subgrade Stabilization ...................................................................... 15 6.0 General Comments ....................................................................................................... 15 APPENDICES Appendix A- Project Location Diagrams Appendix B- Boring Location Diagram Appendix C- Boring Logs and Laboratory Results Appendix D- USGS Topographic Map Appendix E -Geologic Information Appendix F- Unified Soil Classification System Appendix G —Pavement Design Calculations GEOTECHNICAL ENGINEERING REPORT Hammond Street Storm Drain Improvements Fort Worth,Texas 1.0 INTRODUCTION Proiect Location. The project is located in Fort Worth,Texas beginning at the intersection of Timothy Road and West Spurgeon Street extending north along Timothy to its intersection with Hammond Street,thence northeastward to the intersection of Hammond and Burleson. The line terminates on private property just north of this intersection. The general location and orientation of the site are provided in Appendix A- Project Location Diagrams. Project Description. The project consists of a proposed 2,500 linear feet (LF) of 42- to 84-inch storm drain with pipe invert depths of 8-to 12-feet below existing ground surface as existing at the time of our geotechnical field investigation. In addition to the drainage improvements, pavement replacements are anticipated along the alignment. This geotechnical engineering report provides recommendations for the proposed drainage and pavement improvements. Project Authorization. This geotechnical investigation was authorized by Mr. Michael J. Dellies, P.E. with Dunaway Associates, LP and performed in accordance with G&AI Proposal No. P12-0391, Rev. 3 dated December 5, 2013. Purpose and Methodology. The principal purposes of this investigation were to evaluate the general soil conditions at the proposed site and to develop geotechnical engineering design recommendations. To accomplish its intended purposes, the study was conducted in the following phases: (1) drill sample borings to evaluate the soil conditions at the boring locations and to obtain soil samples; (2) conduct laboratory tests on selected samples recovered from the borings to establish the pertinent engineering characteristics of the soils; and (3) perform engineering analyses, using field and laboratory data, to develop design criteria. Cautionary Statement Regarding Use of this Report. As with any geotechnical engineering report, this report presents technical information and provides detailed technical recommendations for civil and structural engineering design and construction purposes. G&AI, by necessity, has assumed the user of this document possesses the technical acumen to understand and properly utilize information and recommendations provided herein. G&AI strives to be clear in its presentation and, like the user, does not want potentially detrimental misinterpretation or misunderstanding of this report. Therefore, we encourage any user of this report with questions regarding its content to contact G&AI for clarification. Clarification will be provided verbally and/or issued by G&AI in the form of a report addendum, as appropriate. G&AI Project No.DUNA1502.00 Page 1 Report Specificity. This report was prepared to meet the specific needs of the client for the specific project identified. Recommendations contained herein should not be applied to any other project at this site by the client or anyone else without the explicit approval of G&AI. 2.0 FIELD INVESTIGATION Subsurface Investigation. The subsurface investigation for this project is summarized below. Boring locations are provided in Appendix B- Boring Location Diagram. Boring Depth,feet Date brlile,4 S lurfbrA Elevation efing Ltrtil oh Nos. imSit,(feet) B-01 15 1/28/2016 666.51 Latitude:32.68146 Longitude: -97.32102 B-02 15 1/28/2016 669.67 Latitude: 32.68080 Longitude: -97.32165 B-03 15 1/28/2016 675.75 Latitude: 32.68073 Longitude: -97.32499 B-04 15 1/28/2016 680.77 Latitude: 32.67878 Longitude: -97.32511 B-05 5 1/28/2016 678.21 Latitude: 32.67975 Longitude: -97.32511 B-06 5 1/28/2016 672.47 Latitude: 32.68072 Longitude: -97.32429 B-07 5 1/28/2016 669.83 Latitude: 32.68072 Longitude: -97.32338 B-08 5 1/28/2016 667.78 Latitude: 32.68072 Longitude: -97.32238 Notes: 1. bgs=below ground/pavement surface. 2. msl=mean sea level 3. NAD83 Texas State Plane grid coordinates Boring Logs. Subsurface conditions were defined using the sample borings. Boring logs generated during this study are included in Appendix C- Boring Logs and Laboratory Results. Borings were advanced between sample intervals using continuous flight auger drilling procedures. Cohesive Soil Sampling. Cohesive soil samples were generally obtained using Shelby tube samplers in general accordance with American Society for Testing and Materials (ASTM) D1587. 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 undisturbed soils by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency using a hand penetrometer, sealed and packaged to maintain "in situ" moisture content. G&AI Project No. DUNA1502.00 Page 2 Consistency of Cohesive Soils. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the undisturbed sample at a constant rate to a depth of 0.25-inch. The results of these tests are tabulated at the respective sample depths on the boring logs. When the capacity of the penetrometer is exceeded,the value is tabulated as 4.5+. Granular Soil Sampling. Granular soil samples were generally obtained using split-barrel sampling procedures in general accordance with ASTM D1586. In the split-barrel procedure, a disturbed sample is obtained in a standard 2-inch outside diameter (OD) split barrel sampling spoon driven 18-inches into the ground using a 140-pound (lb) hammer falling freely 30 inches. The number of blows for the last 12-inches of a standard 18-inch penetration is recorded as the Standard Penetration Test resistance (N-value). The N-values are recorded on the boring logs at the depth of sampling. Samples were sealed and returned to our laboratory for further examination and testing. Texas Cone Penetration (TCP) test:Texas Cone Penetration (TCP)test was used to assess the apparent in-place strength characteristics of the rock type materials. In the TCP test procedure, a 3-inch outside diameter (OD) steel cone driven by a 170-pound hammer dropped 24 inches (340 ft-pounds of energy). The number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer (whichever occurs first) are recorded on the field logs (reference: TxDOT, Bridge Design Manual). Groundwater Observations. Groundwater observations are shown on the boring logs. Borehole Plugging. Upon completion of the borings, the boreholes were backfilled from the top and plugged at the surface. 3.0 LABORATORY TESTING G&AI performs visual classification and any of a number of laboratory tests, as appropriate, to define pertinent engineering characteristics of the soils encountered. Tests are performed in general accordance with ASTM or other standards and the results included at the respective sample depths on the boring logs or separately tabulated, as appropriate, and included in Appendix C - Boring Logs and Laboratory Results. Laboratory tests and procedures routinely utilized, as appropriate, for geotechnical investigations are tabulated below. Test Procedure Description ASTM D421 Standard Practice for Dry Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants ASTM D422 Standard Test Method for Particle-Size Analysis of Soils ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using G&AI Project No. DUNA1502.00 Page 3 Standard Effort ASTM D1140 Standard Test Methods for Amount of Material in Soils Finer than the No.200(75-µm) Sieve ASTM D1557 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort ASTM D1883 Standard Test Method for CBR(California Bearing Ratio)of Laboratory-Compacted Soils ASTM D2166 Standard Test Method for Unconfined Compressive Strength of Cohesive Soil ASTM D2216 Standard Test Method for Laboratory Determination of Water(Moisture)Content of Soil and Rock by Mass ASTM D2217 Standard Practice for Wet Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants ASTM D2434 Standard Test Method for Permeability of Granular Soils(Constant Head) ASTM D2435 Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading ASTM D2487 Standard Classification of Soils for Engineering Purposes(Unified Soil Classification System) ASTM D2488 Standard Practice for Description and Identification of Soils(Visual-Manual Procedure) ASTM D2850 Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soil ASTM D2937 Standard Test Method for Density of Soil in Place by the Drive-Cylinder Method ASTM D4220 Standard Practices for Preserving and Transporting Soil Sam les ASTM D4318 Standard Test Methods for Liquid Limit,Plastic Limit and Plasticity Index of Soils ASTM D4546 Standard Test Methods for One-Dimensional Swell or Settlement Potential of Cohesive Soils ASTM D4643 Standard Test Method for Determination of Water(Moisture)Content of Soil by the Microwave Oven Method ASTM D4644 Standard Test Method for Slake Durability of Shales and Similar Weak Rocks ASTM D4647 Standard Test Method for Identification and Classification of Dispersive Clay Soils by the Pinhole Test ASTM D4718 Standard Practice for Correction of Unit Weight and Water Content for Soils Containing Oversize Particles ASTM D4767 Standard Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils ASTM D4972 Standard Test method for pH of Soils Manufacturer's Soil Strength Determination Using a Torvane Instructions Tex-145-E Determining Sulfate Content in Soils-Colorimetric Method 4.0 SITE CONDITIONS 4.1 General Topography. A United States Geological Survey (USGS) topographic map of the site is provided in Appendix D- USGS Topographic Map. G&AI Project No.DUNA1502.00 Page 4 4.2 Geology Geologic Formation: Based on available surface geology maps and our experience, it appears this site is located in the Grayson Marl and Main Street Limestone Formation near the Pawpaw Formation, Weno Limestone, and Denton Clay. A geologic atlas and USGS formation description are provided in Appendix E - Geologic Information. Soils within the Grayson Marl and Main Street Limestone Formation near the Pawpaw Formation, Weno Limestone, and Denton Clay can generally be characterized as clay, marl and limestone. 4.3 Soil/Rock Stratijraphy. Descriptions of the various strata and their approximate depths and thickness per the Unified Soil Classification System (USCS) are provided on the boring logs included in Appendix C - Boring Logs and Laboratory Results. Terms and symbols used in the USCS are presented in Appendix F - Unified Soil Classification System. A brief summary of the stratigraphy indicated by the borings is provided below. Generalized Subsurface Conditions along Proposed Storm Drain Alignment (Borings B-01 to B-04 Nominal Depth,feet bgs (Except as Noted) General Detailed Description of Top of Bottom of Description Soils/Materials Encountered Layer Layer 0 4 to 5-inch ASPHALT 4 to 5-inch ASPHALT. 4 to 5-inch 5-inch to BASE 7 to 8-inch FLEXIBLE BASE. 13-inch 5-inch to 10 FAT TO LEAN CLAY Soft to hard,FAT CLAY(CH)/FAT CLAY WITH SAND(CH) 13-inch and stiff to hard,LEAN CLAY(CL). 10 12 WEATHERED Soft,tan WEATHERED LIMESTONE. LIMESTONE 10 to 12 15 LIMESTONE Soft to hard,gray LIMESTONE. Note: Boring Termination Depth=15 feet bgs. Generalized Subsurface Conditions along Proposed Pavement Reconstruction (Borings B-05 to B-08) Nominal Depth,feet bgs (Except as Noted) General Detailed Description of Top of Bottom of Description Soils/Materials Encountered Layer Layer 0 2 to 8-inch ASPHALT 2 to 8-inch ASPHALT. 2 to 8-inch 9-inch to BASE 4 to 10-inch FLEXIBLE BASE. 12-inch 9-inch to 5 FAT TO LEAN CLAY Stiff,FAT TO LEAN CLAY(CH-CL). 12-inch Note: Boring Termination Depth=5 feet bgs. G&AI Project No.DLINA1502.00 Page 5 Swell Potential based on Atterbere Limits. Atterberg (plastic and liquid) limits were performed on 8 shallow soil samples obtained at depths between 0-and 6-feet bgs. The plasticity index of the samples was between 27 and 54 with an average of 39 indicating that the soils have a high potential for shrinking and swelling with changes in soil moisture content. Swell Tests. Swell tests were performed on selected clay soil samples. Swell test details are provided in Appendix C - Boring Logs and Laboratory Results. The results of the tests are summarized below. Boring Avg. Moisture Liquid Plasticity Applied Swell No. Depth Content,w, Limit, LL Index,PI Overburden (%) (ft.) % Stress(psi) B-01 3 29 70 47 2.6 0.34 B-03 1 32 78 54 0.8 1.08 B-04 5 28 67 45 4.7 0.34 B-05 3 18 42 28 2.6 1.03 4.4 Groundwater Groundwater Levels. The borings were advanced using auger drilling and intermittent sampling methods in order to observe groundwater seepage levels. Groundwater levels encountered in the borings during this investigation are identified below. Boring No. Depth Groundwater Initially Groundwater Depth after 15 Minutes Encountered(feet,bgs) (feet,bgs) All Borings Not Encountered Not Encountered Lone-term Groundwater Monitorine. Long-term monitoring of groundwater conditions via piezometers was not performed during this investigation and was beyond the scope of this study. Long-term monitoring can reveal groundwater levels materially different than those encountered during measurements taken while drilling the borings. Groundwater Fluctuations. Future construction activities may alter the surface and subsurface drainage characteristics of this site. It is difficult to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. The groundwater level should be expected to fluctuate throughout the years with variations in precipitation. G&AI Project No.DUNA1502.00 Page 6 5.0 ANALYSIS AND RECOMMENDATIONS 5.1 Seismic Site Classification The seismic site classification is based on the 2012 International Building Code (IBC) and is a classification of the site based on the type of soils encountered at the site and their engineering properties. Per Table 20.3-1 of ASCE 7-10, the seismic site classification for this site is C. 5.2 Construction Excavations Applicability. Recommendations in this section apply to short-term construction-related excavations for this project. Sloped Excavations. All sloped short-term construction excavations on-site should be designed in accordance with Occupational Safety and Health Administration (OSHA) excavation standards. The following table addresses OSHA soil type based on the observed soils in the project borings. OHSA Soil Type by Boring Location and Depth Boring No. OSHA Soil Type Depth of Trench(feet) 0-12(B-01 to B-04)or 0-5 B-05 to B-0$ 12-15(B-01 to B-04 ONLY B-01 B Rock B-02 B B B-03 B Rock B-04 B Rock B-05 B N/A B-06 B N/A B-07 B N/A B-08 B N/A For Type B soils, short-term construction excavations may be constructed with a maximum slope of 1:1, horizontal to vertical (H:V). Where rock is encountered, short-term construction excavations may be constructed with a vertical slope (90 degrees). Recommendations provided herein are not valid for any long-term or permanent slopes on- site. We should be contacted to review sloped excavations deeper than 15 feet. Shored Excavations. As an alternative to sloped excavations, vertical short-term construction excavations may be used in conjunction with trench boxes or other shoring systems. Shoring systems should be designed using an equivalent fluid weight of 65 pounds per cubic foot (pcf) above the groundwater table and 95 pcf below the groundwater table. G&AI Project No. DUNA1502.00 Page 7 Surcharge pressures at the ground surface due to dead and live loads should be added to the lateral earth pressures where they may occur. Lateral surcharge pressures should be assumed to act as a uniform pressure along the upper 10-feet of the excavation based on a lateral earth coefficient of O.S. Surcharge loads set back behind the excavation at a horizontal distance equal to or greater than the excavation depth may be ignored. We recommend that no more than 200-feet of unshored excavation should be open at any one time to prevent the possibility of failure and excessive ground movement to occur. We also recommend that unshored excavations do not remain open for a period of time longer than 24-hours. Limitations. Recommendations provided herein assume there are no nearby structures or other improvements which might be detrimentally affected by the construction excavation. Before proceeding, we should be contacted to evaluate construction excavations with the potential to affect nearby structures or other improvements. Excavation Monitoring. Excavations should be monitored to confirm site soil conditions consistent with those encountered in the borings drilled as part of this study. Discrepancies in soil conditions should be brought to the attention of G&AI for review and revision of recommendations, as appropriate. 5.3 Groundwater Control Groundwater was not encountered during the subsurface investigation. If groundwater is encountered during excavation, dewatering to bring the groundwater below the bottom of excavations may be required. Dewatering could consist of standard sump pits and pumping procedures, which may be adequate to control seepage on a local basis during excavation. Supplemental dewatering will be required in areas where standard sump pits and pumping is not effective. Supplemental dewatering could include submersible pumps in slotted casings, well points, or eductors. The contractor should submit a groundwater control plan, prepared by a licensed engineer experienced in that type of work. 5.4 Earthwork 5.4.1 Site Preparation In the area of improvements, all concrete, trees, stumps, brush, debris, septic tanks, abandoned structures, roots, vegetation, rubbish and any other undesirable matter should be removed and properly disposed. All vegetation should be removed and the exposed surface should be scarified to an additional depth of at least 6 inches. It is the intent of these recommendations to provide a loose surface with no features that would tend to prevent uniform compaction by the equipment to be used. G&AI Project No. DUNA1502.00 Page 8 5.4.2 Proofroll In the area of the proposed concrete lined draining structure proofroll should be performed after the final grade is established. Areas of loose or soft subgrade encountered in the proofroll should be removed and replaced with engineered fill, moisture conditioned (dried or wetted, as needed) and compacted in place. 5.4.3 Grading and Drainage Every attempt should be made to limit the extreme wetting or drying of the subsurface soils because swelling and shrinkage of these soils will result. Standard construction practices of providing good surface water drainage should be used. A positive slope of the ground away from any pavement or retaining wall construction should be provided. Ditches or swales should be provided to carry the run-off water both during and after construction. 5.4.4 Wet Weather/Soft Subgrade Soft and/or wet surface soils may be encountered during construction, especially following periods of wet weather. Wet or soft surface soils can present difficulties for compaction and other construction equipment. If specified compaction cannot be achieved due to soft or wet surface soils, one of the following corrective measures will be required: 1. Removal of the wet and/or soft soil and replacement with select fill, 2. Chemical treatment of the wet and/or soft soil to improve the subgrade stability, or 3. If allowed by the schedule, drying by natural means. Chemical treatment is usually the most effective way to improve soft and/or wet surface soils. G&AI should be contacted for additional recommendations if chemical treatment is planned due to wet and/or soft soils. 5.4.5 Fill Select Fill. Any fill placed in pavement subgrade or other structural areas should consist of select fill. Select fill should consist of soil with a liquid limit less than 35 and a Plasticity Index between 7 and 15. The select fill should be placed in loose lifts not exceeding 8-inches and should be compacted to at least 95 percent maximum dry density(per ASTM D-698) and at a moisture content between optimum and 4 percent above optimum moisture content. The subgrade to receive select fill should be scarified to a depth of 6 inches and compacted to at least 95 percent maximum dry density(per ASTM D-698) and at a moisture content between optimum and 4 percent above optimum. General Fill. General fill may be placed in improved areas outside of proposed construction. General fill should consist of material approved by the Geotechnical Engineer with a liquid G&AI Project No.DUNA1502.00 Page 9 limit less than 50. General fill should be placed in loose lifts not exceeding 8-inches and should be uniformly compacted to a minimum of 95 percent maximum dry density (per ASTM D-698) and within ±2 percent of the optimum moisture content. Fill Restrictions. Select fill and general fill should consist of those materials meeting the requirements stated. Select fill and general fill should not contain material greater than 4- inches in any direction, debris, vegetation, waste material, environmentally contaminated material, or any other unsuitable material. Unsuitable Materials. Materials considered unsuitable for use as select fill or general fill include low and high plasticity silt (ML and MH), silty clay (CL-ML), organic clay and silt (OH and OL) and highly organic soils such as peat (Pt). These soils may be used for site grading and restoration in unimproved areas as approved by the Geotechnical Engineer. Soil placed in unimproved areas should be placed in loose lifts not exceeding 10-inches and should be compacted to at least 92 percent maximum dry density (per ASTM D-698) and at a moisture content within ±4 percentage points of optimum. Cautionary Note. It is extremely important that select fill placed within structural areas be properly characterized using one or more representative proctor samples. The use of a proctor sample which does not adequately represent the select fill being placed can lead to erroneous compaction (moisture and density) results which can significantly increase the potential for swelling of the select fill. The plasticity index of select fill soils placed during construction should be checked every day to confirm conformance to the project specifications and consistency with the proctor being utilized. 5.4.6 Testing Required Testing and Inspections. Field compaction and classification tests should be performed by G&AI. Compaction tests should be performed in each lift of the compacted material. We recommend the following minimum soil compaction testing be performed: one test per lift per 100 linear feet of utility backfill. If the materials fail to meet the density or moisture content specified, the course should be reworked as necessary to obtain the specified compaction. Classification confirmation inspection/testing should be performed daily on select fill materials (whether on-site or imported) to confirm consistency with the specifications. Liability Limitations. Since proper field inspection and testing are critical to the design recommendations provided herein, G&AI cannot assume responsibility or liability for recommendations provided in this report if construction inspection and/or testing is performed by another party. G&AI Project No.DUNA1502.00 Page 10 5.5 Demolition Considerations Applicability. Recommendations in this section apply to the removal of any existing foundations, utilities or pavement which may be present on this site. General. Special care should be taken in the demolition and removal of existing floor slabs, foundations, utilities and pavements to minimize disturbance of the subgrade. Excessive disturbance of the subgrade resulting from demolition activities can have serious detrimental effects on planned foundation and paving elements. Existing Utilities. Existing utilities and bedding to be abandoned should be completely removed. Existing utilities and bedding may be abandoned in place if they do not interfere with planned development. Utilities which are abandoned in place should be properly pressure-grouted to completely fill the utility. Backfill. Excavations resulting from the excavation of existing foundations and utilities should be backfilled in accordance with Section 5.4.5—Fill. Other Buried Structures. Other types of buried structures (wells, cisterns, etc.) could be located on the site. If encountered, G&AI should be contacted to address these types of structures on a case-by-case basis. 5.6 Loading on Buried Structures Uplift. Buried water-tight structures are subjected to uplift forces caused by differential water levels adjacent to and within the structure. Soils with any appreciable silt or sand content will likely become saturated during periods of heavy rainfall and the effective static water level will be at the ground surface. For design purposes, we recommend the groundwater level be assumed at the ground surface. Resistance to uplift pressure is provided by soil skin friction and the dead weight of the structure. Skin friction should be neglected for the upper 3 feet of soil. A skin friction of 200 pounds per square foot(psf) may be used below a depth of 3 feet. Lateral Pressure. Lateral pressures on buried structures due to soil loading can be determined using an equivalent fluid weight of 95 pounds per cubic foot (pcf). This includes hydrostatic pressure but does not include surcharge loads. The lateral load produced by a surcharge may be computed as 50 percent of the vertical surcharge pressure applied as a constant pressure over the full depth of the buried structure. Surcharge loads located a horizontal distance equal to or greater than the buried structure depth may be ignored. Vertical Pressure. Vertical pressures on buried structures due to soil loading can be determined using an equivalent fluid weight of 125 pcf. This does not include surcharge G&AI Project No. DUNA1502.00 Page 11 loads. The vertical load produced by a surcharge may be computed as 100 percent of the vertical surcharge pressure applied as a constant pressure over the full width of the buried structure. 5.7 Buried Pipe Applicability. Recommendations in this section are applicable to the design of buried piping placed by open cut methods associated with this project. Pressure on Buried Pipe. Design recommendations provided in the "Loading on Buried Structures" section of this report apply to buried piping. Thrust Restraints. Resistance to lateral forces at thrust blocks will be developed by friction developed along the base of the thrust block and passive earth pressure acting on the vertical face of the block. We recommend a coefficient of base friction of 0.23 (using a Factor of Safety of 2) along the base of the thrust block. Passive resistance on the vertical face of the thrust block may be calculated using the allowable passive earth pressures presented below. Allowable Passive Earth Pressure by Material Type Material Allowable Passive Pressure(psf) Native Clay and Clayey Sand 2,000 Compacted Clay Fill 1,500 Limestone 3,000 Note: Passive resistance should be neglected for any portion of the thrust block within 3 feet of the final site grade. The allowable passive resistance for limestone, native clays and clayey sand is based on the thrust block bearing directly against vertical, undisturbed cuts in these materials. Bedding and Backfill. Pipe bedding and pipe-zone backfill for the water and sanitary sewer piping should be in accordance with the City of Fort Worth standard specifications. The pipe-zone consists of all materials surrounding the pipe in the trench from six (6) inches below the pipe to 12 inches above the pipe. Trench Backfill. Excavated site soils will be utilized to backfill the trenches above the pipe-zone. Backfilled soil should be placed in loose lifts not exceeding 8-inches and should be compacted to at least 95 percent maximum dry density (per ASTM D-698) and at a moisture content between optimum and 4 percent above optimum moisture content. Trench Settlement. Settlement of backfill should be anticipated. Even for properly compacted backfill, fills in excess of 8 to 10 feet are still subject to settlements over time of about 1 to 2 percent of the total fill thickness. This level of settlement can be significant for fills beneath streets. Therefore, close coordination and monitoring should be performed to reduce the potential for future movement. G&AI Project No.DUNA1502.00 Page 12 5.8 Pavement Recommendations for rigid and flexible pavement and preparation of the pavement subgrade are provided in the following sections. A traffic study indicating the number and type of vehicles on which to base the pavement design was not provided. Therefore, our recommendations are based upon our experience with similar projects assuming normal vehicular loading. We understand from our conversations with the client that the street classification will be a Residential Street - Urban. According to the 2015 City of Fort Worth Pavement Design Standards, Section 3.1, Design Traffic and Design Life for Pavements, the Annual ESALs for this type of residential road is 35,000. Any unusual loading conditions should be brought to our attention prior to finalizing the pavement design so that we may assess and modify our recommendations as necessary. Flexible asphaltic pavements, prone to subgrade soil-related shrinking and swelling, do not perform as well as rigid pavements. As a result, the lifespan of flexible asphaltic pavement can be reduced substantially when compared to rigid pavement. The need for increased maintenance of flexible asphaltic pavements should be considered prior to its selection. Still, the goal of this project assessment entails a flexible pavement section,thus we focus our assessment accordingly. 5.8.1 Design Parameters The following design parameters were assumed in the current analysis. The assumed values are based on the 1993 AASHTO Pavement Design Manual, the City of Fort Worth Pavement Design Manual and our experience with similar projects. Pavement Design Pa.amete1 .. _ Item Description/Value Street Classification Residential-Urban Design Life 25 Years Growth Rate 0.5 percent per year Total Number of ESALS for Design Life(Rigid) 1,000,000 Total Number of ESALS for Design Life(Flexible) 930,000 Native Soils Fat Clay(CH) Initial Serviceability 4.5(Concrete)and 4.2(Asphalt) Terminal Serviceability 2.25 Reliability 85% Layer Coefficient for Asphalt Type D 0.44 (Surface Course) Layer Coefficient for Asphalt Type B 0.41 (Base Course) Standard Deviation(Rigid) 0.39 G&Al Project No. DUNA1502.00 Page 13 Pay h Jtm DIN ip rift (u Standard Deviation (Flexible) 0.45 Drainage Coefficient 1.00 Load Transfer Coefficient 3.0 Concrete Modulus of Elasticity 4,000,000 psi Concrete Modulus of Rupture 620 psi Modulus of Subgrade Reaction (k)(8-inch Lime Treated) 220 psi/in Resilient Modulus, MR(8-inch Lime Treated) 12,000 psi Notes: 1. Our design assumes adequate drainage is provided to the subgrade soils. 2. For flexible pavement design we have assumed "mi = 1" for TxDOT Item 340, "Dense-Graded Hot- Mixed Asphalt",Type A or B base course and for TxDOT Item 247, "Crushed Stone Flexible Base", Type A,Grades 1 and 2 base course. 5.8.2 Rigid Pavement Portland cement concrete (PCC), minimum 28-day compressive strength of 3,600 pounds per square inch (psi) should be utilized for rigid pavement. Grade 60 reinforcing steel should be utilized in the transverse and longitudinal directions. G&AI recommends the following rigid pavement thicknesses: Thickness Lime Stabilized Paving Use (inches) Subgrade Minimum Reinforcing (inches) Residential-Urban 7 8 No.3 bars spaced on 18-inch intervals in both directions Results of our analyses using the WinPAS software are provided in Appendix G — Pavement Design Calculations. 5.8.3 Flexible Pavement The following Hot Mix Asphalt (HMA) paving sections are recommended: Paving Use HMAC Type D HMAC Type B Lime Stabilized Subgrade Asphalt Thickness BASE (inches) (inches) (inches) Residential-Urban 2 5 8 Asphaltic concrete pavement should comply with COFW Design Standards and TxDOT Standard Specifications, Item 340, "Dense-Graded Hot-Mix Asphalt (Method)", Type A or B (Base Course) and Type D (Surface Course), or equivalent. G&AI Project No.DUNA1502.00 Page 14 Results of our analyses using the WinPAS software are provided in Appendix G — Pavement Design Calculations. 5.8.4 Pavement Subgrade Stabilization Fat clay is expected to be encountered or exposed at pavement subgrade. The pavement subgrade should be protected and maintained in a moist condition until the pavement is placed. The recommendations below are for planning purposes only and must be verified with Proctor data and lime series tests on the raw subgrade material at the time of construction. Reagent Application Rate Appiication Depth (pounds per square yard) (inches) Lime 48 8 Lime stabilization should be performed in accordance with TxDOT Standard Specifications, Item 260, "Lime Stabilized Subgrade", or local equivalent. In lieu of lime stabilization, consideration may be given to substituting a flexible base meeting TxDOT Item 247, Type A, Grades 1 or 2 on an equal basis. 6.0 GENERAL COMMENTS Data Assumptions. By necessity, geotechnical engineering design recommendations are based on a limited amount of information about subsurface conditions. In the analysis, the geotechnical engineer must assume subsurface conditions are similar to those encountered in the borings. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of the field investigation and on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. Subsurface Anomalies. Anomalies in subsurface conditions are often revealed during construction. If during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. Change of Conditions. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we should be promptly informed and retained G&AI Project No. DUNA1502.00 Page 15 to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Design Review. G&AI, Inc. should be retained to review those portions of the plans and 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. Construction Materials Testing and Inspection. G&AI should be retained to observe earthwork and foundation installation and perform materials evaluation and testing during the construction phase of the project. This enables G&AI's geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer (G&AI) at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner to contact directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. Report Recommendations are Preliminary. Until the recommended construction phase services are performed by G&AI, the recommendations contained in this report on such items as final foundation bearing elevations, final depth of undercut of expansive soils for non-expansive earth fill pads and other such subsurface-related recommendations should be considered as preliminary. Liability Limitation. G&AI cannot assume responsibility or liability for recommendations provided in this report if construction inspection and/or testing recommended herein is performed by another party. Warranty. This report has been prepared for the exclusive use of the Client and their designated agents for specific application to design of this project. We have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. G&AI Project No.DUNAlS02.00 Page 16 W-1 ALY� L- M. Q: M di m. 4. m. a � La - - :. ftsu V. _ ^ duo}, • r F. : ag�wlR u ib - = ` �"' - • • u - b .�y� Vie• r I Pct- dh • Appendix B - Boring Location Diagram Appendix A - Project Location Diagrams - .f= It 11 f ■ rs _ IL ■} .�o CD NAP- CD i. 4 L 1 .. n .t`� .. Nk A ■ u, • .+ TV do } TI 4y I Y UP • NO �1 • _ 4 } •. . Eli j Ir J ri Jo L r y Silk Aff TO Ll A i MA � yl R IP w _ t y i ,W' .■ A S# Ln ML k C'1 O Appendix C- Boring Logs and Laboratory Results E3Gorrondona and Associates BORING NUMBER B-01 11710 North Freeway,Suite 700,Houston,TX 77060 PAGE 1 OF 1 7524 Jack Newell Blvd.S.,Fort Worth,TX 76118 Telephone: HOU 281-469-3347;FW 817-496-1424 17ax HOU 281.469-3594;FW 817-496-1768 CLIENT DunawavAssoplates,LP PROJECT NAME Drainage Improvements and Pavement Replacements PROJECT NUMBER DUNA1502.00 PROJECT LOCATION Fort Worth,Texas DATE STARTED 1/28/16 COMPLETED 1/28/16 GROUND ELEVATION HOLE SIZE CONTRACTOR Strata m GROUND WATER LEVELS: METHOD Continuous Flaht Auger INITIALLY ENCOUNTERED Not Encountered LOGGED BY DV CHECKED BY LG AFTER DRILLING Not Encountered NOTES END OF DAY Not Measured ATTERBERG z LU Ne z o y W o LIMITS W a z y �a uj f- a =C7 m IL wo g r-� Qc t 'c P �Z O U p o 0_O MATERIAL DESCRIPTION _g U >wo OJ�a W S3 i m c 3 (D ul �- V w V Ov C7J az ~ w� moZ Ov ° �� U �O g �z w 0 IL a 4 LL ASPHALT-5-inch asphalt. FAT CLAY(CH)/FAT CLAY WITH SAND(CH)- Stiff,brown and gray,with iron nodules. ST 1.50 22 ST 2.00 29 70 23 47 76 5 ST 2.00 26 LEAN CLAY(CL)-Stiff to hard,tan and gray, with weathered limestone seams. ST 2.50 1.7 109 19 SS 50/3" 8 10 LIMESTONE-Soft to hard,tan and gray. _Cp 50(1") 50(0.5" m 0 g 11 a a a 0 15 a Bottom of hole at 15.0 feet. C 50(0.5") 0. 50 0.25" lV N 7 W W W 5 3.L 1 J Gorrondona and Associates BORING NUMBER B-02 11710 North Freeway,Suite 700,Houston,TX 77060 7524 Jack Newell Blvd.S.,Fort Worth,TX 76118 PAGE 1 OF 1 Telephone: HOU 281-469-3347;FW 817-496-1424 Fax HOU 281-469-3594;FW 817-496-1768 CLIENT Dunaway Associates,LP PROJECT NAME Drainage Improvements and Pavement Replacements PROJECT NUMBER DUNA1502.00 PROJECT LOCATION Fort Worth,Texas DATE STARTED 1/28/16 COMPLETED 1/28116 GROUND ELEVATION HOLE SIZE CONTRACTOR SbataBore GROUND WATER LEVELS: METHOD Continuous Flight Aucw INMALLY ENCOUNTERED Not Encountered LOGGED BY DV CHECKED BY - - AFTER DRILLING Not Encountered NOTES END OF DAY Not Measured ATTERBERG ova z m y u�o LIMITS W UJ w > �,-. =c9 �m o wp �z� �c QcL m ~ �z U z^ oO MATERIAL DESCRIPTION a? O m p> Y 0 E r c > >A Ln ul 5 c~n~ U a O Qz w L)Z () ,B 0 �O c�� Yi �z w 0 o v a a z 0 ASPHALT-5-inch asphalt. BASE-8-inch flex base. 0 LEAN TO FAT CLAY(CL-CH)-Stiff,gray and brown. ST 2.75 25 ST 2.50 19 5 ST 2.00 22 49 19 30 75 ST 2.00 1.6 100 25 With gravel seams at 8 to 10 feet. ST 2.25 24 10 LEAN CLAY(CL)-Stiff to hard,tan and gay, with weathered limestone seams. m o c� a 8 f o Gray limestone at 15 feet. F 15 a Bottom of hole at 15.0 feet. C 50(0.5") 50(0.25') oN aN Z 7 O O W N Q' FW- 5 IL a U H E3Gorrondona and Associates BORING NUMBER B-03 11710 North Freeway,Suite 700,Houston,TX 77060 PAGE 1 OF 1 7524 Jack Newell Blvd.S.,Fort Worth,TX 76118 Telephone: HOU 281-469-3347;FW 817-496-1424 Fax HOU 281-469-3594;FW 817-496-1768 CLIENT DunawavAssociates,LP PROJECT NAME Drainage Improvements and Pavement Replacements PROJECT NUMBER DUNA1502.00 PROJECT LOCATION Fat Worth Texas DATE STARTED 1/28/16 COMPLETED 1/28116 GROUND ELEVATION HOLE SIZE. CONTRACTOR SbilaBore GROUND WATER LEVELS: METHOD Continuous Flk#rt Aum INITIALLY ENCOUNTERED Not Encountered LOGGED BY DV CHECKED BY LG AFTER DRILLING Not Encountered NOTES END OF DAY Not Measured ATTERBERG H a ae z m Z w o LIMITS w m o- wo 3zJ - ¢� � 'c H� Dz U 0� a 0 MATERIAL DESCRIPTION W g U >C7 W W ZZ CM CL 0 ¢ w > a m c 5 Z ii' a)w P U U'— C�7J (L ~ U� mUz Uv �Ov og U w ry OZ C7M �g �z Cl) ¢ Lu a vrn o �v � a 5- z 0 a LL ASPHALT-4-inch asphalt. BASE-8-inch flex base. FAT CLAY(CH)/FAT CLAY WITH SAND(CH)- Soft to hard,brown and gray. ST 1.25 781 24 54 ST 2.00 34 5 ST 1.50 .8 90 32 ST 4.50+ 23 LEAN CLAY(CL)-Hard,tan and gray. With gravel seams at 8 to 10 feet. ST 4.50+ 18 10 WEATHERED LIMESTONE-Soft,tan,with day MP 50(1.5") seams. 50(0.5') o LIMESTONE-Hard,gray. c? 3 10 a f a 0 15 i Bottom of hole at 15.0 feet. C 50(0.25") :i 50(0.25-) n D 7 7 L n x L 1 f L 1 E3Gorrondonaand Associates BORING NUMBER B-04 11710 North Freeway,Suite 700,Houston,TX 77060 7524 Jack Newell Blvd.S.,Fort Worth,TX 76118 PAGE 1 OF 1 Telephone: HOU 281-469-3347;FW 817-496-1424 Fax HOU 281-469-3594;FW 817-496-1768 CLIENT Dunaway Associates,LP PROJECT NAME Drainage Improvements and Pavement Replacements PROJECT NUMBER DUNA1502.00 PROJECT LOCATION Fart Worth,Texas DATE STARTED 1/28/16 COMPLETED 1/28/16 GROUND ELEVATION_ HOLE SIZE CONTRACTOR StreteBore GROUND WATER LEVELS: METHOD Continuous FlWd Ausler INITIALLY ENCOUNTERED Not Encountered LOGGED BY DV CHECKED BY LG AFTER DRILLING Not Encountered NOTES _ END OF DAY Not Measured ATTERBERG H = U }a } w a z y a a LIMITS ~m 0 Wp 3zJ F-o Qo HL c m H� pz U z o-O MATERIAL DESCRIPTION U >C7 JO�Q w >Y3 rn z w o H H H U W U Ov �`i 0 p ~ �� m0> Yv 0:� E m o w p� H p� fns P rn az w c�z vo v� 0 20 °: g_, co w m o: a. a p v o a z 0 ASPHALT-5-inch asphalt. o BASE-7-inch flex base. FAT CLAY(CH)/FAT CLAY WITH SAND(CH)- Soft to stiff,brown and gray. ST 32 ST 0.50 24 5 ST 2.00 28 67 22 45 89 ST 2.00 1.4 109 20 LEAN CLAY(CL)-Hard,tan and gray. ST 2.75 19 10 WEATHERED LIMESTONE-Soft,tan,with day seams. m N LIMESTONE-Hard,gray. g 15 a f a a 0 15 Bottom of hole at 15.0 feet. CP 50(1") 50(0.25') N Q Z O O W W lY H 5 a f W h- a U F Gorrondona and Associates BORING NUMBER B-05 E]Fax 11710 North Freeway,Suite 700,Houston,TX 77060 PAGE 1 OF 1 7524 Jack Newell Blvd.S.,Fort Worth,TX 76118 Telephone: HOU 281-469-3347;FW 817-496-1424 HOU 281-469-3594;FW 817-496-1768 CLIENT Dunewav Aseocates.LP PROJECT NAME Drainage Improvements and Pavement Replacements PROJECT NUMBER DUNA1502.00 PROJECT LOCATION Fort Worth,Texas DATE STARTED 1/28116 COMPLETED 1/28/16 GROUND ELEVATION HOLE SIZE CONTRACTOR Sb*oBore GROUND WATER LEVELS: METHOD Continuous Flight Auger INITIALLY ENCOUNTERED Not Encountered LOGGED BY DV CHECKED BY LG AFTER DRILLING Not Encountered NOTES END OF DAY Not Measured ATTERBERG n- a z m w o LIMITS W v err r cnw a z 219 ' W� z o-q m a wo �z� H� Q� L 'c m ~ D o U �� o O MATERIAL DESCRIPTION U >a �D¢ w� >� � w � z� w � F- v� U W 0 CO Uz a Qco Ua o �v �J aJ g� z 0.0 vv a ki ASPHALT-2-inch asphalt. 0 Qo BASE-7-inch flex base. o D LEAN TO FAT CLAY(CL-CH)-Stiff,gray and brown. ST 1.25 38 2.5 ST 1.50 18 42 14 28 92 ST 1.75 1.2 105 24 5.0 Bottom of hole at 5.0 feet. m 0 ❑ a a U H a' ❑ ti �i z L Y L 3 1 f L_ L �i3Gorrondona and Associates BORING NUMBER B-06 11710 North Freeway,Suite 700,Houston,TX 77060 PAGE 1 OF 1 7524 Jack Newell Blvd.S.,Fort Worth,TX 76118 Telephone: HOU 281.469-3347;FW 817-496-1424 Fax HOU 281.469-3594;FW 817-496-1768 CLIENT Dunaway Associates,LP PROJECT NAME Drainage Improvements and Pavement Replacements PROJECT NUMBER DUNA1502.00 PROJECT LOCATION Fart Worth,Texas DATE STARTED 1/28/16 COMPLETED 1/28/16 GROUND ELEVATION HOLE SIZE _ CONTRACTOR StrataBore GROUND WATER LEVELS: METHOD Continuous Flight Auaw INITIALLY ENCOUNTERED Not Encountered LOGGED BY DV CHECKED BY AFTER DRILLING Not Encountered NOTES END OF DAY Not Measured ATTERBERG W z m� y w a LIMITS w = V � kn W d Z y and > -- r .. 0_0 m o wo 3Z� H� ¢c yr c m ~ �Z _U C Z - w MATERIAL DESCRIPTION > OJ>> Y o ' y = 0 U U 3v o � O o 0 ¢z W_ °°k'z o ° 0 L) � � �o �� g� �z w kn rr o 0 o v o g- z 0.0 0 LL ASPHALT-2-inch asphalt. Qo BASE-10-inch flex base. 0 oO D LEAN TO FAT CLAY(CL-CH)-Stiff,gray and brown. ST 19 60 20 40 88 2.5 ST 19 ST 1.1 119 13 5.0 Bottom of hole at 5.0 feet. m v c� a a 0 U F a' c? s a Z 0 0 W a IL U Gorrondona and Associates BORING NUMBER B-07 11710 North Freeway,Suite 700,Houston,TX 77060 PAGE 1 OF 1 7524 Jack Newell Blvd.S.,Fort Worth,TX 76118 Telephone: HOU 281-469-3347;FW 817-496-1424 Fax HOU 281-469-3594;FW 817-496-1768 CLIENT-Dunaway ABsode n LP PROJECT NAME Drainage Improvements and Pavement Replacements PROJECT NUMBER DUNA1502.00 PROJECT LOCATION Fort Worth,Texas DATE STARTED 1/28/16 COMPLETED 1/28118 GROUND ELEVATION HOLE SIZE CONTRACTOR StretaBore GROUND WATER LEVELS: METHOD Continuous Flight Aluner INITIALLY ENCOUNTERED Not Encountered LOGGED BY DV CHECKED BY LG AFTER DRILLING Not Encountered NOTES END OF DAY Not Measured ATTERBERG W e z m y w a LIMITS W = U �w �^ H� a Z z a H.. �� Z,, Q_O MATERIAL DESCRIPTION _j Co U >CS D Q w > SCM c 5 Z r j W f- U o ov �J a� ~ O� m0* Yv W_ E �' _ oz _ m 2 w lJZ o �� � � 20 sy=1 5 z w rr a ao v n g— z 0.0-07a � ASPHALT-3-inch asphalt. Qo BASE-9-inch flex base. 0 O� LEAN TO FAT CLAY(CL-CH)-Stiff,gray and brown. ST 2.00 31 2.5 ST 3.25 1.5 117 21 ST 4.00 23 43 16 27 65 5.0 Bottom of hole at 5.0 feet. 0 5 a 0 U F IL' 9 S a M 0 W a w a U H Gorrondonaand Associates BORING NUMBER B-08 E3Fax 11710 North Freeway,Suite 700,Houston,TX 770607524 Jack Newell Blvd.S.,Fort Worth,TX 76118PAGE 1 OF 1 Telephone: HOU 281-469-3347;FW 817-496-1424 HOU 281-469-3594;FW 817-496-1768 CLIENT Dunaway Associates,LP PROJECT NAME Drainage Improvements and Pavement Replacements PROJECT NUMBER DUNA1502.00 PROJECT LOCATION Fort Worth,Texas DATE STARTED 1/28/16 COMPLETED 1/28/16 GROUND ELEVATION HOLE SIZE CONTRACTOR StretaBore GROUND WATER LEVELS: METHOD Continuous Flight Auger INITIALLY ENCOUNTERED Not Encountered LOGGED BY DV CHECKED BY LG AFTER DRILLING Not Encountered NOTES END OF DAY Not Measured ATTERBERG U a tr } co w w rn`B �a-* LIMITS n~ o ~ Q� ` o:3 z OOzJ D ovO MATERIAL DESCRIPTION > ~Oom > C0E � uaz Uz °� co z Uww o v� D Cn of d � 0 U d d 0.0 ASPHALT-8-inch asphalt. Qo BASE-4-inch flex base. 0 FAT CLAY WITH SAND(CH)-Stiff,light brown and gray,with limestone fragments. ST 2.5 SS 1 a4 8 28 65 25 40 SS 33-8-6 (14) it 5.0 I Bottom of hole at 5.0 feet. m M N O w� F 5 0 U 'a q 0 Qom_ OarD ItZ O W It H 5 IL f w a ABSORPTION SWELL TEST(ASTM D4546) RESULTS Boring No. B-01 B-03 B-04 B-05 Average Sample Depth (ft) 3 1 5 3 Sample Height(in) 0.8 0.8 0.8 0.8 Sample Diameter(in) 2.5 2.5 2.5 2.5 Initial Sample Volume (cu in) 3.93 3.93 3.93 3.93 Initial Sample Weight(gr) 126.7 125.7 126.3 138.9 Initial Moisture (%) 29 32 28 18 Final Moisture (%) 31 33 30 20 Initial Wet Unit Weight(pcf) 123 122 122 135 Initial Dry Unit Weight (pd) 95 93 95 114 Applied Over Burden (psi) 2.6 0.8 4.7 2.6 Initial Dial Reading(in) 0.0217 0.0456 0.0336 0.0340 Final Dial Reading(in) 0.0244 0.0542 0.0363 0.0422 Swell (%) 0.34 1.08 0.34 1.03 Project No.: DUNA1502.00 UNCONFINED COMPRESSION TEST 2 1.5 w w vi w N 1 .N CL E 0 U 0.5 0 0 5 10 15 20 Axial Strain, % Sample No. 1 Unconfined strength,tsf 1.674 Undrained shear strength, tsf 0.837 Failure strain, % 11.9 Strain rate, %/min. 1.00 Water content, % 19.4 Wet density, pcf 130.2 Dry density, pcf 109.1 Saturation, % N/A Void ratio N/A Specimen diameter, in. 2.73 i Specimen height, in. 5.75 Height/diameter ratio 2.11 Description: Brown,LEAN CLAY WITH SAND(CL). LL= PL= PI = Assumed GS= Type: Shelby Tube Project No.: DUNA1502.00 Client: Dunaway Associates,LP Date Sampled: 1/28/2016 Remarks: Project: Drainage Improvements and Pavement Replacements Shear Failure Location: Boring B-01 Depth: 6-8 ft. UNCONFINED COMPRESSION TEST Figure Gorrondona &Associates, Inc. Houston Texas UNCONFINED COMPRESSION TEST 2 1.5 cow V1 w V1 w > 1 .N U 0.5 0 0 5 10 15 20 Axial Strain, % Sample No. 1 Unconfined strength,tsf L623 Undrained shear strength, tsf 0.812 Failure strain, % 15.7 Strain rate, %/min. 1.00 Water content, % 24.9 Wet density, pcf 125.0 Dry density, pcf 100.0 Saturation, % N/A Void ratio N/A Specimen diameter, in. 2.75 Specimen height, in. 5.75 Height/diameter ratio 2.09 Description: Brown,LEAN CLAY WITH SAND(CL). LL= I PL= PI= Assumed GS= Type: Shelby Tube Project No.: DUNA1502.00 Client: Dunaway Associates,LP Date Sampled: 1/28/2016 Remarks: Project:Drainage Improvements and Pavement Replacements Bulge Failure Location: Boring B-02 -Depth: 6-8 ft. UNCONFINED COMPRESSION TEST Figure Gorrondona&Associates, Inc. Houston Texas UNCONFINED COMPRESSION TEST 0.75 w N w N w > 0.5 .N CL U 0.25 0 0 5 10 15 20 Axial Strain, % Sample No. 1 Unconfined strength,tsf 1 0.780 Undrained shear strength, tsf 0.390 Failure strain, % 8.2 Strain rate, %/min. 1.00 i Water content, % 32.4 Wet density, pcf 119.5 Dry density, pcf 90.2 Saturation, % N/A Void ratio N/A Specimen diameter, in. 1 2.71 Specimen height, in. 5.76 Height/diameter ratio 2.13 Description: Brown,FAT CLAY(CH). LL= I PL= PI = Assumed GS= Type: Shelby Tube Project No.: DUNA1502.00 Client: Dunaway Associates,LP Date Sampled: 1/28/2016 Remarks: Project: Drainage Improvements and Pavement Replacements Shear Failure Location: Boring B-03 Depth:4-6£t. UNCONFINED COMPRESSION TEST Figure Gorrondona &Associates, Inc. Houston Texas UNCONFINED COMPRESSION TEST 2 1.5 w w N CL U 0.5 0 0 5 10 15 20 Axial Strain, % Sample No. 1 Unconfined strength,tsf 1.426 Undrained shear strength,tsf 0.713 Failure strain, % 14.0 Strain rate, %/min. 1.00 Water content, % 20.1 Wet density, pcf 130.3 Dry density, pcf 108.5 Saturation, % N/A Void ratio N/A Specimen diameter, in. 2.74 Specimen height, in. 5.74 Height/diameter ratio 2.09 Description: Brown,FAT CLAY(CH). LL= J PL= PI I Assumed GS= Type: Shelby Tube Project No.: DUNA1502.00 Client: Dunaway Associates,LP Date Sampled: 1/28/2016 Remarks: Project: Drainage Improvements and Pavement Replacements Bulge Failure Location:Boring B-04 Depth: 6-8 ft. UNCONFINED COMPRESSION TEST Figure Gorrondona &Associates, Inc. Houston Texas UNCONFINED COMPRESSION TEST 2 1.5 vi U > 1 .y CL E 0 U 0.5 0 0 5 10 15 20 Axial Strain, % Sample No. 1 Unconfined strength,tsf 1.176 Undrained shear strength,tsf 0.588 Failure strain, % 8.0 Strain rate, %/min. 1.00 Water content, % 23.8 Wet densi , pcf 129.8 Dry density, pcf 104.9 Saturation, % N/A Void ratio N/A Specimen diameter, in. 2.72 Specimen height, in. 5.74 Height/diameter ratio 2.11 Description: Brown,LEAN CLAY(CL). LL= I PL= PI = Assumed GS= Type: Shelby Vibe Project No.: DUNA1502.00 Client: Dunaway Associates,LP Date Sampled: 1/28/2016 Remarks: Project: Drainage Improvements and Pavement Replacements Shear Failure Location: Boring B-05 Depth: 4-5 ft. UNCONFINED COMPRESSION TEST Figure Gorrondona&Associates, Inc. Houston Texas UNCONFINED COMPRESSION TEST 2 1.5 N N r > 1 Fa S U 0.5 0 0 2.5 5 7.5 10 Axial Strain, % Sample No. 1 Unconfined strength, tsf 1.102 Undrained shear strength, tsf 0.551 Failure strain, % 5.8 Strain rate, %/min. 1.00 Water content, % 12.8 Wet density, pcf 134.2 Dry density, pcf 118.9 Saturation, % N/A Void ratio N/A Specimen diameter, in. 2.77 Specimen height, in. 5.76 Height/diameter ratio 2.08 Description: Brown,LEAN CLAY(CL). LL= I PL= PI = Assumed GS= Type: Shelby Tube Project No.: DUNA1502.00 Client: Dunaway Associates,LP Date Sampled: 1/28/2016 Remarks: Project: Drainage Improvements and Pavement Replacements Shear Failure Location: Boring B-06 Depth: 4-5 ft. UNCONFINED COMPRESSION TEST Figure Gorrondona&Associates, Inc. Houston Texas UNCONFINED COMPRESSION TEST 2 1.5 co .N CL E 0 U 0.5 0 � � 0 5 10 15 20 Axial Strain, % Sample No. 1 Unconfined strength, tsf 1.548 Undrained shear strength, tsf 0.774 Failure strain, % 11.0 Strain rate, %/min. 1.00 Water content, % 20.7 Wet density, pcf 141.0 Dry density, pcf 116.8 Saturation, % N/A Void ratio N/A Specimen diameter, in. 2.71 Specimen height, in. 5.75 Height/diameter ratio 2.12 Description: Brown,FAT CLAY(CH). LL= I PL= PI = Assumed GS= Type: Shelby Tube Project No.: DUNA1502.00 Client: Dunaway Associates,LP Date Sampled: 1/28/2016 Remarks: Project: Drainage Improvements and Pavement Replacements Bulge Failure Location: Boring B-07 Depth: 24 ft. UNCONFINED COMPRESSION TEST Figure Gorrondona &Associates, Inc. Houston Texas Appendix D - USGS Topographic Map r4, 1.. . � t a r 1 r ti '•ter - � Q t +. AIR - fox ff .:� wm- WAR: -It A �A w ....••rw�r►�i,�i11�1 IL�it��� � , Appendix E - Geologic Information N E O E 0 name W LJ W � N � � O E avu E m ' O O N O Ln e-1 z D � o ®' 10 z �r- U a` EM, M#g[Fag Mineral Resources On-Line Spatial Data Mineral Resources > Online Spatial Data > Geology > by state > Texas Grayson Marl and Main Street Limestone, undivided Grayson Marl and Main Street Limestone, undivided State Texas Name Grayson Marl and Main Street Limestone, undivided Geologic age Phanerozoic I Mesozoic I Cretaceous-Early Cretaceous- Late Original map label Kg m comments Grayson Marl mostly marl, It greenish-gray to med. gray, near top some thin interbeds of limest., nodular, sl. sandy, gray, fossiliferous; weathers grayish-yellow; thickness 15-60 ft. Main Street Limestone, thick Is beds, coarse grained, hard, interbedded with thin marl beds; yell-gray, white, brown; thikcness 10-20 ft. Primary rock type mudstone Secondary rock type limestone Other rock types Lithologic constituents Major Sedimentary > Carbonate > Limestone (Estuarine) Sedimentary > Carbonate > Marlstone (Estuarine) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000 Unit references Bureau of Economic Geology, 1967, Sherman Sheet, Geologic Atlas of Texas: University of Texas at Austin, Bureau of Economic Geology, scale 1:250,000. Geographic coverage Bell - Bosque - Cooke - Coryell - Denton - Grayson - Hill - Johnson - McLennan - Tarrant Show this information as [XML] U.S. Department of the Interior I U.S. Geological Survey URL: http://mrdata.usgs.gov/geology/state/sgmc-unit.php?unit=TXKgm;0 Page Contact Information: Peter Schweitzer EIE Mineral Resources On-Line Spatial Data Mineral Resources > Online Spatial Data > Geology > by state > Texas Pawpaw Formation, Weno Limestone, and Denton Clay, undivided Pawpaw Formation, Weno Limestone, and Denton Clay, undivided State Texas Name pawpaw Formation, Weno Limestone, and Denton Clay, undivided Geologic age Phanerozoic I Mesozoic I Cretaceous-Early Original map label Kpd Comments pawpaw--calcareous marl, near middle soft ledge- forming limestone bed, unit as a whole recessive; thickness as much as 10 ft, thins southward. Weno Limestone, some very thin marl interbeds, thin to medium bedded, white to grayish yellow, basal 2-4- ft- thick resistant ledge forms uplands; thickness 6-45 ft. Denton clay alternating clay, marl, and limestone. Thickness 6-25 ft thins southward. Primary rock type mudstone Secondary rock type limestone Other rock types clay or mud Lithologic constituents Major Sedimentary > Clastic > Mudstone > Claystone (Bed) Minor Sedimentary > Carbonate > Marlstone (Bed) Sedimentary > Carbonate > Limestone (Bed) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000 Unit references Bureau of Economic Geology, 1972, Dallas sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Geographic coverage Cooke - Denton - Grayson - Tarrant Show this information as [XML] U.S. Department of the Interior i U.S. Geological Survey URL: http://mrdata.usgs.gov/geology/state/sgmc-unit.php?unit=TXKpd;0 Page Contact Information: Peter Schweitzer Appendix F - Unified Soil Classification System UNIFIED SOIL CLASSIFICATION SYSTEM UMFM SOL CLASSFiCMM AND SYIltMOL CHART LMORATORY CLASSiMATION CRNA C0A tSE4WMtM SOLS (mmm hn 50%of n•fails larger tt mn Ha 200 Serra sad) Cl..ntaavas(Lown than 5%ftp) rNO nr GW M&Ss ded g•nallnn,gravdand GtiV a6° aaaeartlnantCle=O C� baseman 1 am a Gtu1f�E -.r aiafa��aarnairni 10 10 MorwMan50% Gp, Poai"adadquvnir,grawfeand donaaa e*dsve tis orno inma GP Nol maNkng a/gradrirn nqukume is for CSW ianAmfager GravrSnfh fns ftw tan 12%inwsp *mn Na 4 _ saw Sims GN Sfly gave,granlsurckk waninas GN Ina or Pl t=44 x! Amrs%'ira rMr P16aM+an 4 and 7 aw"' dura aNas (x moray gw-kR W-'6aarnbday GG Afbg Was above%, aqunig use of duap wpnbck wins fine PL PL glwala t'm 7 Ciew Sods$Asa tar 5%fnasp 4 Wabga led annds,gavaiy ands, Ga= C� gtralatAan*Che= f1 beseena 1 Nee 3 =$4 SW tri or rN fnew SW G 10 61f1 "m EARS W%or mac SP P-ry graded ands,granny sad' ramp fitfe ar no i+s SF Nal arwrkng a/gradaim raWrasnemis far GW fadnm ansia Sands rnfn inns Wou tan 12%Inus tan Na 4 nar:¢a SN Sky ands,andafL nurses SN All1lad3wg Innis tmi—W Unna p- g ti shaded mm One ar PL ra tai 4 vdn P1 baiaaen 4 and 7 am SC may arn and•dty Anodag bn&aba W hEidw� nr4�as 0 1 Ins w1 PA.quaaa Man ddn��it FNE WAINED SOLS (50% mobs aseMa Harp kmgarmc silt and very ire sands,saris masegulm d sca as osuarnd astoaors ML imr,shyrofo1x)Wirsandsarolryay Lessam5pmwd--------------------------------GwupSw,SP JOLTS AND sfs nntn sight pt•!� omnis Eva 12 patent...............................Gal,rise,Sal,SC !� Sha 12 pwc wit.................0anerr/ns ata n p Aftgdurr sRaooa CLAYS bmqptbM CL ow"x g—%f alliff „avdy days Lipid oft h-n olrys PLASTICITY CHART SM (7L Mamie ward agate aik/days d t0 trogarsc AW moaats or Ntr d�mwoocs ft fee sandy ors s� r 0K EIL1 E riasac sffs A L1N£: AND =0.T3(LL 20p CLAYS cm L raid Irani kciTroc ckys of No Pboor1X bf 30> CL ffW q 20 cr grsolor 0ganc drys dwnanissn d hnngtn 10 _ 0M pfafdytoganicdis !I<bC1 HGHLY 00 W 20 30 40 90 60 TO 80 90 100 OFVANC i PT fit and otna hoty oVmic maim Liam Lorr 4L4(46) EOMs �y TERMS DESCREMNG SOIL CONSISTENCY Fine Grained Sods Qvwse Grained Soils Peneharneter Penetration Resistance Descxie�tiarh Reading Itsf1 bbwsMt Description Rare[�lsitlr Soft 0.0 b 1.0 0 to 4 Very Loose 0 to 2096 Frm 1.0 to 1.5 4 to 10 Loose 201040% stiff 1.5 to 3.0 10 to 30 Mediiurn Dense 40 to 7096 Very Stiff 3.0 to 4.5 30 to 50 Dense 70 to 8096 Hard 4.5+ Omer 50 Very Dense 90 to 100% Appendix G — Pavement Design Calculations WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Hammond Street Storm Drain Improvements Route: Timothy Road and Hammond Street Location: Fort Worth,Texas Owner/Agency: City of Fort Worth Design Engineer: Rigid Pavement Design/Evaluation Concrete Thickness 6.27 inches Load Transfer Coefficient 3.00 Total Rigid ESALs 1,000,000 Modulus of Subgrade Reaction 220 psi/in. Reliability 85.00 percent Drainage Coefficient 1.00 Overall Standard Deviation 0.39 Initial Serviceability 4.50 Flexural Strength 620 psi Terminal Serviceability 2.25 Modulus of Elasticity 4,000,000 psi Modulus of Subgrade Reaction(k-value)Determination Resilient Modulus of the Subgrade 0.0 Unadjusted Modulus of Subgrade Reaction 1 Depth to Rigid Foundation 0.00 Loss of Support Value(0,1,2,3) 0.0 Modulus of Subgrade Reaction 220 psi/in. Tuesday, February 23,2016 9:17:55AM Engineer: Gorrondona&Associates WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Flexible Design Inputs Project Name: Hammond Street Storm Drain Improvements Route: Timothy Road and Hammond Street Location: Fort Worth,Texas Owner/Agency: City of Fort Worth Design Engineer: Flexible Pavement Design/Evaluation Structural Number 2.71 Subgrade Resilient Modulus 12,000.00 psi Total Flexible ESALs 930,000 Initial Serviceability 4.20 Reliability 85.00 Dercent Terminal Serviceability 2.25 Overall Standard Deviation 0.45 Layer Pavement Design/Evaluation Layer Layer Drainage Layer Layer Material Coefficient Coefficient Thickness SN Asphalt Cement Concrete 0.44 1.00 2.00 0.88 Asphalt Treated Agg. Base 0.41 1.00 5.00 2.05 E Sri 2.93 Tuesday, February 23,2016 9:17:55AM EngineerGorrondona&Associates GC-6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK MY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 ATTACHMENT IA Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe WOODY CONTRACTORS,INC. Offeror PROJECT NAME: MM/DBE ( NON-MAN/DBE Phase 1 Hammond Street and Timothy Drive Drainage Improvements&Water and Sewer Improvements on Glacier and Vermont St BID DATE 7-12-18 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 Bio 8.11 Bio 100488 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant. Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1 st tier, a payment by a subcontractor to its supplier is considered 2nd tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency(NCTRCA)or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner-operated, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev.2/10/15 FORT WORTH ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax e B B B Work Purchased Email E E Contact Person E KLUTZ CONSTRUCTION LLC P.O. Box 185 Kennedale,TX 76060 (817) 561-5591 1 z ❑ INLETS / (817)483-2048 MANHOLES $146,500.00 klutzconstruction@sbcglobal.net LIONSGATE LOGISTICS 2600 TIMBER RD. 1 z HAULING BY $79,000.00 BURLESON,TX.76028 DUMP TRUCK SUPREME SAWING & SEAL P.O. BOX 800596 CONCRETE BALCH SPRINGS, TX 75180 CUTTING / $3,000.00 972-557-9858 1 Z ❑ SAWING DINA@SSSTEXAS.COM JLB CONTRACTING, LLC Asp. paving, P.O. Box 24131 conc. const Fort Worth, TX 76124 1 svc's, curb & $484,000.00 (817) 261-2991 ❑ ❑ ✓ gutter,driveways ASPHALT $35,000.00 rstinson@jlbcontracting.c pulverization & om stabilization ❑ ❑ DFW INFRASTRUCTURE, INC. MANHOLE P.O. BOX 73471 LINING/ FORT WORTH, TX 76111 ❑ ❑ Z MANHOLE $14,328.00 817-447-7177 MATERIALS Rev.2/10/15 FORTWORTH ATTACHMENT i Paggee33 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M w Dollar Amount Telephone/Fax ► B B B Work Purchased Email E E E Contact Person ACME FENCE FENCE SERVICES, INC. MATERIAL / 2509 MINNIS DR 1 ❑ ❑ INSTALLATION $12,455.00 FORT WORTH, TX 76117 817-831-8880 BEAN ELECTRICAL, LIGHTING AND INC. MAINTENANCE 821 E. ENON AVENUE 1 ❑ ❑ SERVICES $7,500.00 FORT WORTH, TX 76140 UTILITY & TV ENVIRONMENTAL SVC'S INSPECTION/ P.O. BOX 542015 1 ❑ ❑ PIPELINE $7,000.00 DALLAS, TX 75345 CLEANING & 972-556-2913 VAC U U M TESTING PROJECT EROSION COMPLIANCE, LLC 1 CONTROL P.O. BOX 16404 ❑ ❑ `� DEVICES / $2,000.00 FORT WORTH, TX 76162 INSTALLATION 817-975-3165 FORTERRA PIPE & PRECAST 1000 N. MACARTHUR 1 ❑ ❑ �/ CONCRETE, $455,000.00 GRAND PRAIRIE,TX75050 PRECAST 972-263-2181 FORTILINE WATERWORKS PIPE / 1705 CYPRESS ST. 1 FITTINGS & $130,500.00 HALTOM CITY,TX 76117 VALVES 682-747-0879 Rev.2/10/15 FORT WORTH ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER o Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax e B B B Work Purchased Email E E Contact Person E JM Materials P.O. Box 496 AGGREGATE, Alvord, TX 76225 940-427-2033 1 ❑ ❑ ✓ SAND /ROCK $108,500.00 940-427-2789 DIAL LUBRICANTS, INC. P.O. BOX 630307 IRVING, TX 75063 1 ❑ ❑ ✓ FUEL SUPPLIER $36,500.00 972-501-0266 TEXAS BIT 420 DECKER DR IRVING, TX 75062 ❑ ❑ ✓ ASPHALT $35,000.00 214-741-3531 CROSSROADS, L.P. 5012 DAVID STRICKLAND RD El 1:1FORT WORTH, TX 1 ✓ BARRICADES $24,000.00 76119 817-634-0044 COWTOWN REDI MIX P.O. BOX 162237 FORT WORTH, TX 76161 1 REDI MIX $26,000.00 817-759-1919 ❑ ❑ `� CONCRETE Rev.2/10/15 FORT WORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ 228,500.00 Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ 1 377 7F3 . Uu TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 1 --1,���, � X o� The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. O oriz Signa Printed Signature PRESIDENT Title Contact Name/Title(if different) WOODY CONTRACTORS,INC. 817-483-4787 Company Name Telephone and/or Fax 650 TOWER DRIVE twoody202O@aol.com Address E-mail Address KENNEDALE,TEXAS 76060 7-13-2018 City/State/Zip Date Rev.2/10/15 ATTACHMENT 1C Page 1 of 4 FORT WORTH City of Fort worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe WOODY CONTRACTORS, INC. Offeror PROJECT NAME: MM//DBE X NON-MAV/DBE BID DATE Phase 1 Hammond Street and Timothy Drive Drainage Improvements&Water and Sewer Improvements on Glacier and Vermont St 7-12-18 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25% 8.11 % 00488 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. EFailure complete this form, in its entirety with supporting documentation, and received by theg Division no later than 2:00 p.m. on the second City business day after bid opening, exclusivening date,will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities ASPHALT PAVING AGGREGATE, SAND / ROCK CONCRETE CONSTRUCTION SERVICES ASPHALT CONCRETE CURB & GUTTER BARRICADES CONCRETE SIDEWALKS, DRIVEWAYS CONCRETE, PRECAST CONCRETE CUTTING / SAWING CONCRETE READY MIX EROSION CONTROL DEVICES / INSTALLATION FUEL SUPPLIERS FENCE MATERIAL / INSTALLATION PIPE SUPPLIERS HAULING BY DUMP TRUCK FITTINGS & VALVES INLETS MANHOLES TV INSPECTION / PIPELINE CLEANING Rev.2/10/15 ATTACHMENT 1C Page 1 of 4 FORT WORTH City of Fort worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe WOODY CONTRACTORS, INC. Offeror PROJECT NAME: M/W/DBE X NON-M/VV/DBE Phase 1 Hammond Street and Timothy Drive Drainage Improvements 8 Water and Sewer Improvements on Glacier and Vermont St 7-12-18 BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 o�0 8.11 Bio T00488 F the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this rm. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date,will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities LIGHTING AND MAINTENANCE SERVICES SOIL STABILIZATION VACUUM TESTING PULVERIZATION MANHOLE MATERIALS Rev.2/10/15 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current(not more than two(2)months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office. X Yes Date of Listing s / 7 / 2018 No 3.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail,exclusive of the day the bids are opened? X Yes (If yes,attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm,person contacted,phone number and date and time of contact.) X No 5.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile(fax), exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm,fax number and date and time of contact. In addition,if the fax is returned as undeliverable,then that"undeliverable confirmation"received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or"undeliverable confirmation" documentation may render the GFE non-responsive.) X No 6.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email,exclusive of the day the bids are opened? Yes (If yes,attach email confirmation to include name of MBE firm,date and time.In addition,if an email is returned as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or"undeliverable message"documentation may render the GFE non-responsive.) 46 p (,}t L,,p _"M (1e,,_44r"'d MCII I. No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes X No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? X Yes No Rev.2/10/15 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (If yes,attach all copies of quotations.) X No 10.) Was the contact information on any of the listings not valid? X Yes (If yes,attach the information that was not valid in order for the M/WBE Office to address the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to an inspection of any relevant documentation by City personnel. Please use additional sheets,if necessary,and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev.2/10/15 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted a the reasons for not using them will be verified by the City's M/WBE Office. o ign Printed Signatur PRESIDENT Title Contact Name and Title(if different) WOODY CONTRACTORS, INC. 817-483-4787 817-483-2048 Company Name Phone Number Fax Number 650 TOWER DR twoody202O@aol.com Address Email Address KENNEDALE, TX 76060 7/13/2018 City/State/Zip Date Rev.2/10/15 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is$50,000 or more,then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is %of the base bid value of the contract. Note: If both MBE and SBE subcontracting goals are established for this project,then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or; 3. Good Faith Effort documentation,or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the purchasing division and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed and/or emailed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Foran, if participation is less than after the bid opening date, exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date,exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date,exclusive of the bid opening date. 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date,exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the M/WBE Office at(817)212-2674. Rev.2/10/15 ATTACHMENT 1A Page 1 of 4 FORT WORT City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: MNV/DBE11 NON-MMiDBE Phase 1 - Hammond Street and Timothy Drive Drainage Improvements BID DATE and Water and Sanitary Sewer Improvements City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % % Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications. MBEs listed toward meeting the project goal must be located In the six (6) county marketplace at the time of bid or the business has a Significant Business Presence In the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson. Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1s'tier, a payment by a subcontractor to its supplier is considered 2"d tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency(NCTRCA)or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner-operated, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev.2/10/15 FORT WORTH ATTACHMENT 1A _" Page 2 of 4 Offerors are required to identity ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be . listed first,use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax ' B B B Work Purchased Email E E Contact Person E F] Q Rev.2/10/15 FORTWORTH ArrAcHMI=NT 1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., h6wity and norrMBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M w Dollar Amount Telephone/Fax ' B B e Work Purchased Email E E Contact Person E 0 0 E EI F E Rev.2/10/15 FORTWORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o Change/Additfon form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name/Title(if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zlp Date Rev.2/10/15 ATTACHMENT 16 FORT WORTH Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: I M/W/DBE NON-WIA/DBE Phase 1 - Hammond Street and Timothy Drive Drainage BID DATE Improvements and Water and Sanitary Sewer Improvements City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % % If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if bAth answers are yes. Failure to complete this form in its entirety and be received by the Purchasina Division no later than 2:00 p.m., on the second City business day after bid opening, exclusive of the bid opening date, will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s)on this contract,the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one(1) year. Authorized Signature Printed Signature Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address City/Stetsop Date Rev.2/10/15 ATTACHMENT 1C Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: M/w/DBE NON-MMWE Phase 1 - Hammond Street and Timothy Drive Drainage BID DATE Improvements and Water and Sanitary Sewer Im rov ments Citys MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date,will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRM On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, If necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev.2/10/15 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current(not more than two(2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office. Yes Date of Listing No 3.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail,exclusive of the day the bids are opened? Yes (If yes,attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are opened? Yes (if yes,attach list to include name of MBE firm,person contacted,phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile(fax), exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm,fax number and date and time of contact. In addition,if the fax is returned as undeliverable,then that"undeliverable confirmation"received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or"undeliverable confirmation" documentation may render the GFE non-responsive.) No 6.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes (If yes,attach email confirmation to include name of MBE firm,date and time.In addition,If an email is returned as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or"undeliverable message"documentation may render the GFE non-responsive.) No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev.2/10/15 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (If yes,attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? Yes (If yes,attach the information that was not valid in order for the MMBE Office to address the corrections needed.) No 11.)Submit documentation If MBE quotes were rejected. The documentation submitted should be In the forms of an affidavit, Include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential In-camera access to an inspection of any relevant documentation by City personnel. Please use additional sheets if necessary,and attach. Company Name Telephone . Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev.2110/15 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed wastwere contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Printed Signature Title Contact Name and Title(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2/10/15 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered;use"N/A"if not applicable Name of City project:Phase 1 -Hammond Street and Timothy Drive Drainage Improvements and Water and Sanitary Sewer Improvements A joint venture form must be completed on oGh project RFP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the ol" venture MBE firm Non-MBE firm name: name: Business Address: Business Address: City,State,Zip: City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non-MBE: Rev.2/10/15 Joint Venture Page 2 of 3 I What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4.Attach a copy of the joint venture agreement. 5.List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions,including equipment: Other applicable ownership interests: 6.Identify by name,race,sex and firm those individuals(with titles)who are responsible for the day-to-day management and decision malting of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales -------------------------------------------------------------- c. Hiring and Firing of management personnel ------------------------------------------------------------- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants,the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City s MNVBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev.2/10/15 Joint Venture Pace 3 of AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits,interviews with owners and examination of the books,records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. _ Name of MBE firm Name of non-MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of 920 ,before me appeared and to me personally known and who,being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public sipatttte Commission Expires (sea[) P— omnms; GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher,Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator,Hydraulic 80 tons or less $ 18.12 Crane Operator,Lattice Boom 80 Tons or Less $ 17.27 Crane Operator,Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter,Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator,3 CY or Less $ 13.69 Front End Loader Operator,Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer,Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator,Fine Grade $ 17.19 Motor Grader Operator,Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician(Journeyman) $ 19.63 Electrician Apprentice(Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer(Miscellaneous) $ 13.00 Metal Installer Helper(Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane,Clamsheel,Backhoe,Derrick,D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry(Fall 2012)Independently compiled by the Lane Gorman Trubitt,PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's(The Construction Association)website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011 GC-6.09 Permits and Utilities TzDOT Permit to be Acquired PERMIT TARGET DATE Storm Drain Permit October 2018 CITY OF FORT WORTH Phase I Hammond Street Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00488 Revised July 1,2011