The URL can be used to link to this page

Home My WebLink AboutContract 44058c�rr sECR�TAR� ✓ D.O.E. FILE CONTRACT�R'S B�ND�NG C�� CONSTRUCTiON'S COPY �:LIENT ��PARY9IAEN� FORTWORTH ��c.�� .�`��; ;� ___ c��s�� a �---- PROJECT MANUAL FOR THE CONSTRUCTION OF 2008 CIP Neighborhood Street Project Water, Sanitary S'ewer, Paving and Drainage Improvements For NW 23rd Sb•eet (Hanna Avenue io Belle Avenue) NW 24`�' Street (Belle Avenue to Hanna 14venue) Belle Avenue (1VI3r 22"d Sl�•ee! lo NW 23'�d Street) Macie Street (NW 24`h Street to Azle Avenue) City Project No. 01263 D.O.E. 6172 TPW Project No. C204-541200-202400126383 Water Project No. P253-541200-60Z170126383 Sewer Project No. P258-541200-702170126383 Betsy Price Tom Higgins Mayor City Manager S. Frank Crumb, P.E. Director, Water Department Douglas W. Wiersig, P.E. Director, Transportation and Public Works Departrnent Prepared for The City of Fort Worth Water Department Transportation and Public Works Department 2012 III� NEE�-SCHAFFER = Sotutlons roo csn Dufld upon Texas Reg. No. F-2697 OF�ICIAL R�I��OR�� ClTY ��C��T��' �� ,� `l1''� _ , - �_ ;... , -1 �-1 � � E �F•rE�� •�P••• :;S' �► i �?: � . ; �c �I� �` " 't::'�/ * i......• • � ILBUR � � H:LYNN H ....N.../, �� '=o�� 55591 ��v� i� ,p :,. , �, �i�s�°��,�s � ��S1�A`�� = 000000-1 TABLE OF CONTENTS Pa�e 1 of 3 1 ? 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ?? 23 24 25 26 ?7 ?g 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 00 OS 10 Mayor and Council Communication 00 OS 15 Addenda 00 11 13 Invitation to Bidders 00 21 13 Instructions to Bidders 00 35 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 00 45 11 Bidders Prequalifications 00 45 12 Prequalification Statement 00 45 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 39 Minority and Women Business Enterprise Goal 00 52 43 Agreement 00 61 13 Performance Bond 00 61 14 Payment Bond 00 61 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division Ol - General Requirements Ol 11 00 Summary of Work Ol 25 00 Substitution Procedures O1 31 19 Preconstruction Meeting Ol 31 20 Project Meetings O1 32 16 Construction Prob ess Schedule Ol 32 33 Preconstruction Video O1 33 00 Submittals Ol 35 13 Special Project Procedures O1 45 23 Testing and Inspection Services Ol 50 00 Temporary Facilities and Controls O1 55 26 Street Use Permit and Modifications to Traffic Control Ol 57 13 Storm Water Pollution Prevention Plan Ol 58 1� Temporary Project Signage O1 60 00 Product Requirements O1 66 00 Product Storage and Handling Requirements O1 71 23 Construction Staking Ol 74 23 Cleaning Ol 77 19 Closeout Requirements Ol 78 23 Operation and Maintenance Data Ol 78 39 Project Record Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 ?008 CIP NeigJrborhood Sh•eet Project Ciry Project No. 01?63 00 00 00 - 2 TABLE OF CONTENTS Page 2 of 3 � 1 ? 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ?? 23 24 25 26 ?� ?g 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Technical Specifications which have been modified by the Engineer specifically for this Project ; hard copies are included in the Project's Contract Documents are: 32 32 13 Cast-in-Place Concrete Retaining Walls 33 04 30 Temporary Water Services 33 12 10 Water Services 1-inch to 2-inch and 4-inch Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site by following the instruction below: • Go to: http://fortworthtexas.gov/purchasin�/ • Selecting the "Buzzsaw" link (on the right side of the page) • Once the Fort Worth Buzzsaw link is open, the projects specifications can be under: Resources > 02 Construction Documents > Specifications: Division 02 - Existing Conditions (by Reference) 02 41 13 Selective Site Demolition 02 41 14 Utility Removal/Abandonment 02 41 15 Paving Removal Division 03 - Concrete (by Reference) 03 30 00 Cast-In-Place Concrete 03 34 13 Controlled Low Stren�th Material (CLSM) 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existin� Concrete Structures Division 31 - Earthwork (by Reference) 31 10 00 Site Clearing 31 23 16 Unclassified Excavation 31 23 23 Fill 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 31 50 00 Excavation Support and Protection Division 32 - Exterior Improvements (by Reference) 32 O1 17 Permanent Asphalt Paving Repair 32 O1 18 Temporary Asphalt Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 32 31 13 Chain Link Fences and Gates 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 32 32 13 Cast-in-Place Concrete Retaining Walls CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 ?008 CIP Neighborhood Street Project Ciry P�roject No. 01 �63 000000-3 TABLE OF CONTENTS Page 3 of 3 r 1 ? 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 ?7 ?g 29 30 31 32 33 34 35 36 37 38 39 40 41 42 32 91 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 — Utilities (by Reference) 33 Ol 30 Sewer and Manhole Testing 33 O1 31 Closed Circuit Television (CCTV) Inspection 33 03 10 Bypass Pumping of Existing Sewer Systems 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 33 OS 10 Utility Trench Excavation, Embedment, and Backiill 33 OS 13 Frame, Cover and Grade Rings 33 OS 14 Adjustin� Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 OS 26 Utility Markers/Locators 33 OS 30 Exploratory Excavation for Existing Utilities 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 12 10 Water Services 1-inch to 2-inch and 4-inch 33 12 20 Resilient Seated Gate Valve 33 12 25 Connection to Existing Water Mains 33 12 30 Combination Air Release Valve Assemblies for Potable Water Systems 33 12 40 Dry-Barrel Fire Hydrants 33 12 50 Water Sample Stations 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 50 Sanitary Sewer Service Connections and Service Line 33 39 20 Precast Concrete Manholes 33 46 00 Subdrainage Appendix GC-6.06.D GC-6.07 GC-6.24 GT-1.01 STD-WL STD-SS STD-STR STD-1-H STD-ADA Minority and Women Owned Business Enterprise Compliance Wage Rates Nondiscrimination Geotechnical Report Water Details Sanitary Sewer Details Pavement Repair Details Project Designation Sign Sidewalk Ramp Details END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 ?008 CIP Neighborhood Sh�ee� Project Ciq� Project No. 01263 M&C Review i, � z � � ; Page 1 of 3 Officiai site of the Giy of Fort LVortfi, Texas ��`'��'T�RTE� COUNCIL ACTION: Approved on 1/8/2013 - Ordinance Nos. 20576-01-2013 8� 20577-01-2013 DATE: 1/8/2013 REFERENCE NO.: G26049 LOG NAME: 202008 CIP CONTRACT - 2B DIST 2_01263 CODE: C �PE� CONSENT HEARING: NO SUBJECT: Authorize Execution of a Contract with Conatser Construction TX, LP, in the Amount of $1,018,970.00 for Pavement Reconstruction, Water and Sanitary Sewer Main Replacement in Portions of Northwest 23rd Street, Northwest 24th Street, Belle Avenue, and Macie Avenue and the Expenditure in the Amount of $199,951.50 for Contingencies and Construction Services for a Project Total in the Amount of $1,218,921.50 and Adopt Appropriation Ordinances (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer in the amount of $315,612.50 from the Water and Sewer Fund, in the amounts of $271,071.50 to the Water Capital Projects Fund and $44,541.00 to the Sewer Capital Projects Fund; 2. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $271,071.50 and the Sewer Capital Projects Fund in the amount of $44,541.00, from available funds; and 3. Authorize the execution of a contract with Conatser Construction TX, LP, in the amount of $1,018,970.00 for pavement reconstruction and water and sanitary sewer main replacement for the streets listed below. DISCUSSION: As a part of the 2008 Capital Improvements Program the following neighborhood streets will be reconstructed. Contract 2B Council District 2: Northwest 23rd Street Hanna Avenue - Belle Avenue Northwest 24th Street Belle Avenue - Dodge Avenue Belle Avenue � Northwest 22nd Street - Northwest 23rd Street Macie Street Northwest 24th Street - Azle Avenue In addition to pavement reconstruction, deteriorated water and sewer lines are to be replaced as specified by the Water Department. The contract was advertised for bid on August 16, 2012 and August 23, 2011, in the Fort Worth Star- Telegram. On September 20, 2012, the following bids were received: http://apps.cfwnet.org/council_packet/mc_review.asp?ID=17... 1/9/2013 M&C Review Page2of3 Staff recommends that the low bid in the amount of $1,018,970.00 submitted by Conatser Construction TX, LP, be selected and a contract awarded. Funding for this project is in the amounts of $903,309.00 from the 2008 Capital Improvements Projects Fund and $315,612.50 from the Water and Sewer Capital Projects Funds and includes $199,951.50 (TPW -$124,569.00, Water - $41,601.50, Sewer -$33,781.00) for contingencies and construction services including surveying, material testing and construction inspection for a project total in the amount of $1,218,921.50. Bid Amount Conatser Construction TX, LP McClendon Construction Company, Inc. Stabile and Winn, Inc. $1,018,970.00 $1,158,176.00 $1,236,910.00 Conatser Construction TX, LP is in compliance with the City's Business Diversity Ordinance by committing to 15 percent MBE participation on this project. The City's MBE goal on this project is 15 percent. This project is located in COUNCIL DISTRICT 2, Mapsco 61C and 61 H. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund, and the Street Improvements 2008 Fund. TO Fund/Account/Centers 2)P253 531350 602170126352 2)P253 531350 602170126360 2)P253 531350 602170126382 " 2)P253 541200 602170126383 2)P253 531350 602170126384 2)P253 531350 602170126385 2)P253 531350 602170126391 2)P253 511010 602170126393 2)P253 531350 602170126394 2)P258 531350 702170126360 2)P258 531350 702170126380 21P258 531350 702170126382 21P258 541200 702170126383 2)P258 531350 702170126384 2)P258 531350 702170126391 2)P258 511010 702170126393 2)P258 531350 702170126394 1&2 P253 476045 6021701263ZZ 1&2 P258 476045 7021701263ZZ 2)P253 531200 602170126384 2)P258 531200 702170126384 5 120.00 256.00 293.00 $240,943.50 3 000.00 $17.580.00 293.00 293.00 293.00 200.00 465.00 310.00 $11,836.00 3 000.00 310.00 310.00 310.00 $271.071.50 $44.541.00 3 000.00 3 000.00 FROM Fund/Account/Centers 3� P253 541200 602170126383 3)P258 541200 702170126383 3)C204 541200 202400126383 1)PE45 538040 0609020 1)PE45 538040 0709020 $229,470.00 $10.760.00 $778,740.00 $271.071.50 $44,541.00 http://apps.cfwnet.org/council_packet/mc_review.asp?ID=17... 1/9/2013 M&C Review 2) P258 531350 702170126352 6 200.00 2j P258 531350 702170126385 $18.600.00 Submitted for City Manager's Office bv: Originatinq Department Head: Additional Information Contact: Fernando Costa (6122) Douglas W. Wiersig (7801) Najib Fares (7802) Khal Jaafari (7872) ATfACHMENTS 202008 CIP CONTRACT 2B DIST 2 01263 P253 A013.doc 202008 CIP CONTRACT 26 DIST 2 01263 P258 Revised A013.doc Map Contract 2B 2008 CIP Dist 2 Const Contract.pdf Page 3 of 3 http://apps.cfwnet.org/council_packet/mc_review.asp?ID=17... 1/9/2013 ADDENDUM NO.1 CITY OF FORT WORTH 2008 CIP Neighborhood Street Project Coniract 2S Water Project No. P253-541200-602170126383 Sewer Project No. P258-541200-7Q2170126383 City Project No.1263 D.O.E. Project N0. 6172 Issued: September 6, 2012 Bid Date: September 13, 2012 This addendum forms part of the contract documents referenced above and modifies the original Contract Documents. Acknowledge receipt of this addendum by sib ing and atiaching it to the Contract Documents (inside). Note receipt of the Addendum in the Bid Proposal and on the outer envelope of your bid. Prospective bidders are hereby noti�ed of the following: PLEASE MAKE NOTE OF THE FOLLOWING REVISIONS TO: SPECTFICATIONS AND CONTRACT DOCUMENTS 1. SECTION 00 00 00 TABLE OF CONTENTS. Replace Table of Contents with attached 00 04 00 Table of Contents. 2. SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 6 of 9. Replace page 6 of 9 with page 6 of 9 attached to reflect new MBE/SBE requirements. 3. SECTION 00 42 43 PROPOSAL FORM UNIT PRICE, PAGE 1 OF 2. ITEM NO. 22. TRAFFIC CONTROL. Change quantity from 12 months to 6 months_ 4. SECTION 00 42 43 PROPOSAL FORM UNIT PRICE, PAGE 2 OF 2. ITEM NO. 7I. TRAFFIC CONTROL. Change quantity from 12 months to 8 months. 5. SECTION 00 45 39 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL page i of i. Remove this section in its entirety and replace with attached SECTION 00 45 40 — MINORITY BUSINESS ENTERPRISE GOAL page I of 1. b. SECTION 00 72 00 GENER.AL CONDITIONS page 24 of 63. Replace page 24 of 63 with page 24 of 63 attached to reflect new MBE/SBE requirements. City Project 01263 Addendum #1 September 6, 2012 1 of 2 7. Proiect Desi�ation si�nc are considered subsidiary to ali other bid items. Two (^) project designation signs per detail (attached and as sh�wn iu project mauual) are required un each sCr�et ��ithir this project. The street sign skouid contain the following inforriation: a. Proiect Title: Proiect OI263 b. Street naznes & linuts c. Yroject Funding 2008 CIP d_ � Contaet Phone Number 817-392-3306 CONSTRt1CTION llRAWiNGS 1. Replace Sheet 12 �vith Sheet 12 attached. 2. Keptace Sheet ZO �cith Sheet 20 attached. 3. Replace Sheet 22 with Sheet 22 attached. 4. Replace Shect 34 with Sheet 34 attached. CLARIFICATIONS i. SECTIOI�T 00 42 43 PROP05.�1L FOIL�i U1��IT PRICE, PAGE 2 OF 2. ITF,M NO. 22. 2" SURFACE MILLiI�TG. TMs pay item is to be used at the � foot transitions behveen new and old street segments !111 other provisions of the pians, specifications and contract documents for the project which are not expressiy amended herein shall remain in full force and effect. Failure to return a signed cop}� of the addendum �vith tIie proposal shall be grounds for rende:ing the bid non-responsive. A signed cogy of this addendum sllall be placed into the proposal at the time of bid submittal. � _ � �� . RECEIP'1' ACKNO�h'LEDGBD: ' �,,,/�.1� ,f" ' ' i'`°" ' , ��. S B}':— — ----- � �y r',,.-�,.F? `s khal Jaaf3ri; P.�..—�---- P:oiect Engvte�r Transportat}t�n �d Pnb}ic �Vork� �.1'� ^�� . ,�,.,� = ��, � �° ,� � � �� * .�,��.,. . �.. , � ..� ;.- �� -��,., a� �. R •,. .� . , �`,� * '° �,� #�fe� Y�t� }i1! c3ilRhF*Y� �# � 5559� ,��'f. : {� �a�' �'�� , . �' ��fg ��3. -t ; �. .,�:;� ,,�,� ._. >, , }, , � :�. L .. � � �� < < �. 000000-1 TABLE OF CONTENTS Page 1 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 00 OS 10 Mayor and Council Communication 00 OS 15 Addenda 00 11 13 Invitation to Bidders 00 21 13 Instructions to Bidders (Replaced with Aug. 17, 2012 version as part of Addendum #1) 00 35 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 00 45 11 Bidders Prequalifications 00 45 12 Prequalification Statement 00 45 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law c�'° ^�� ;^^^*t� ^^a �x'^mo^ R„�;ro^� ��+o....r;^o r'��' (Removed as part of Addendum #1) 00 45 40 Minority Business Enterprise Goal (Added as Part of Addendum #i) 00 52 43 Agreement 00 61 13 Performance Bond 00 61 14 Payment Bond 00 61 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions (Changed as part of Addendum #1) 00 �3 00 Supplementary Conditions Division O1 - General Requirements O1 11 00 Suminary of Work O1 25 00 Substitution Procedures Ol 31 19 Preconstruction Meeting O1 31 ZO Project Meetings O1 32 16 Construction Progress Schedule O1 32 33 Preconstruction Video Ol 33 00 Submittals O1 35 13 Speciai Project Procedures O1 45 23 Testing and Inspection Services O1 50 00 Temporary Facilities and Controls O1 55 26 Street Use Permit and Modifications to Traffic Control Ol 57 13 Storm Water Poilution Prevention Plan O1 58 13 Temporary Project Signage O1 60 00 Product Requirements O1 66 00 Product Storage and Handling Requirements O1 71 23 Constnzction Staking Ol 74 23 Cleaning O1 77 19 Closeout Requirements O1 78 23 Operation and Maintenance Data CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Sept. 4, 2012 2008 CIP Neighborhood Street Project Ciry Project No. 01263 000000-2 TABLE OF CONTENTS Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Ol 78 39 Project Record Documents Technical Specifications which have been modified by the Engineer specifically for this Project ; hard copies are included in the Project's Contract Documents are: 32 32 13 Cast-in-Place Concrete Retaining Walls 33 04 30 Temporary Water Services 33 12 10 Water Services 1-inch to 2-inch and 4-inch Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site by following the instruction below: • Go to: htip://fortwoa-tlate�as.�ov/purchasinQ/ • Selecting the "Buzzsaw" link (on the right side of the page) • Once the Fort Worth Buzzsaw link is open, the projects specifications can be under: Resources > 02 Construction Documents > Specifications: Division 02 - Eausting Conditions (by Reference) 02 41 13 Selective Site Demolition 02 41 14 Utility Removal/Abandonment 02 41 15 Paving Removal Division 03 - Concrete (by Reference) 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 31 - Earthwork (by Reference) 31 10 00 Site Clearing 31 23 16 Unclassified Excavation 31 23 23 Fill 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 31 50 00 Excavation Support and Protection Division 32 - Exterior Improvements (by Reference) 32 O1 17 Permanent Asphalt Paving Repair 32 Ol 18 Temporary Asphalt Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 32 31 13 Chain Link Fences and Gates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Sept. 4, 2012 1008 CIP Neighborhood Street Project City Projecl No. 01263 000000-3 TABLE OF CONTENTS Page 3 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 32 32 13 Cast-in-Place Concrete Retaining Walls 32 91 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 — Utilities (by Reference) 33 O1 30 Sewer and Manhole Testing 33 O1 31 Closed Circuit Television (CCTV) Inspection 33 03 10 Bypass Pumping of Existing Sewer Systems 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 33 OS 10 Utility Trench Excavation, Embedment, and Backfill 33 OS 13 Frame, Cover and Grade Rings 33 OS 14 Adjusting Manholes, Inlets, Vaive Boxes, and Other Structures to Grade 33 OS 26 Utility Markers/Locators 33 OS 30 Exploratory Excavation for Existing Utilities 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 12 10 Water Services 1-inch to 2-inch and 4-inch 33 12 20 Resilient Seated Gate Valve 33 12 25 Connection to Existing Water Mains 33 12 30 Combination Air Release Valve Assemblies for Potable Water Systems 33 12 40 Dry-Barrel Fire Hydrants 33 12 50 Water Sample Stations 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 50 Sanitary Sewer Service Connections and Service Line 33 39 20 Precast Concrete Manholes 33 46 00 Subdrainage Appendix GC-6.06.D GC-6.07 GC-624 GT-1.O 1 STD-WL STD-SS STD-STR STD-1-H STD-ADA Minority and Women Owned Business Enterprise Compliance Wage Rates Nondiscrimination Geotechnical Report Water Details Sanitary Sewer Details Pavement Repair Details Project Designation Sign Sidewalk Ramp Details 45 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Sept. 4, 2012 2008 C!P Neighborhood Street Project Ciry Project No. 01263 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or-Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or-equal" items. Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General Conditions and is supplemented in Section Ol 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 1 l.l. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 12-2411 (as amended), the City has goals for the participation of minority business and/or smali business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE and SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or Joint Venture Form as appropriate. The Forms including documentation must be received by the City no later than 5:00 P.M. CST, five (5) City business days after the bid opening date. The Bidder shall obtain a receipt from the City as evidence the documentation was received. Failure to comply shall render the bid as non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Suppiier, other person or organization against whom Contractor has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or fizrnish materials required. All prices shall be written legibly. In case of discrepancy between price in written words and the price in written numerals, the price in written words shall govern. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 2008 CIP Neighborhood Street Project City Project No. 1263 0o az as BID PROPOSAL ]of2 SECTION 00 42 43 PROPOSAL FORM Bidder's Application UNIT PRICE BID Project Item Information Bidder s Proposal Bidlist Item Specification Unit of No. Description Section No. Measure Bid Quantity Unit Price Bid Value UNIT IA WATERIMPROVEMENTS 1 0241.1011 Remove 4" Water Line 02 41 14 LF 240 2 0241.1012 Remove 6" Water Line 02 41 14 LF �,900 3 0241.1013 Remove 8" Water �ine 02 41 14 LF 1,000 4 0241.1301 Remove 4" Water Valve 02 4'1 14 EA 1 5 0241.1302 Remove 6" Water Valve 02 41 14 EA 6 6 0241.1303 Remove 8" Water Valve 02 41 14 EA 3 7 0241.� 510 Salvage Fire Hydrant 02 41 14 EA 3 8 3125.0101 SWPPP z 1 acre 31 25 00 LS 1 9 3201.0112 5' Wide Asphalt Pvmt Repair, Residential (2" Type D 32 01 17 �F 100 HMAC on Min. 8" 2:27 Concrete Base Per Detail STR-028) �p 320�.0400 Temporary Asphalt Paving Repair (2" Type D HMAC on 32 0'1 18 LF 3,400 Min. 6".Compacted Flex Base Per Detaii STR-030) 11 3304.0101 Temporary Water Services 33 04 30 LS 1 12 3305.0109 Trench Safety (5' & Greater Depth) 33 OS 10 LF 3,400 13 3311.0001 Ductile Iron Water Fittings 33 11 11 TON 3 14 3311.0141 6" Water Pipe (PVC C-900) 33 11 12 �F 40 15 3311.0241 8" Water Pipe (Ductile Iron Pipe) 33 11 10 LF 120 16 3311.0241 8" Water Pipe (PVC C-900) 33 11 12 LF 3,200 17 3312.0001 Fire Hydrant 33 12 40 EA 3 18 3312.2001 1" Water Service, Meter Relocation 33 12 10 EA 1 19 3312.2003 1" Water Service 33 12 10 EA 50 20 3312.3002 6" Gate Valve 33 12 20 EA 3 21 3312.3003 8" Gate Valve 33 12 20 EA 18 22 3471.0001 Tra�c Control (Addendum #1) 34 71 13 MO 6 23 9999.0001 Remove and Salvage Air Release Valve (including 02 41 14 EA 1 appurtenances) Z4 9999.0002 Temporary Water Service (4" for Fire Line - Macie 33 04 30 LS � Avenue) SUBTOTAL(WATERIMPROVEMENTS) UNIT IB SANITARY SEWER IMPROVEMENTS 25 0241.2012 Remove 6" Sewer �ine 02 41 14 LF 55 26 0241.2201 Remove 4' Sewer Manhole 02 41 14 EA 1 27 3201.0400 Temporary Asphalt Paving Repair (2" Type D HMAC on 32 01 18 �F 65 Min. 6".Compacted Flex Base Per Detail STR-030) 28 3301.0001 Pr�CCTV Inspection 33 01 31 LF 55 29 3301.0002 Post-CCTV Ins ection 33 01 31 LF 55 30 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 1 31 3305.0109 Trench Safety (5' & Greater Depth) 33 OS 10 LF 65 32 3331.4115 8" Sewer Pipe (PVC SDR-35) 33 31 20 LF 55 33 3339.1001 4' Manhole 33 39 20 EA 2 SUBTOTAL (SANITARY SEWER IMPROVEMENTS) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMEMS -- FortnRevised201106?7 004100 00424i 00431i OOi3i7 BidForm-Proposal-Bond VrndorCompliancaxls ...... _ _ _ _ _ 00 42 4? BIDPROPOSAL 2 of Z SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposat Bidlist Item Specification Unit of No Description Section No. Measure B�d Quantity Unit Price Bid Value UNIT 11 PAVING AND DRAINAGE IMPROVEMENTS 34 0241.0100 Remove Sidewalk 02 41 13 SF 4,000 35 0241.0200 Remove Step 02 41 13 SF 120 36 0241.0300 Remove ADA Ramp 02 41 13 EA 8 37 0241.0401 Remove Concrete Drive 02 41 13 SF 6,000 38 0241.0402 Remove Asphalt Drive 02 41 13 SF 6,400 39 0241.0500 Remove Fence 02 41 13 LF 400 40 024�.0700 Remove Maiibox 02 41 13 EA � 41 0241.1000 Remove Conc Pvmt 02 41 15 SY 400 42 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 3,600 43 0241.1506 2" Surface Miliing 04 41 15 SY 310 44 3110.0101 Site Ciearing 31 10 00 �S 1 45 31'10.0'102 6"-12" Tree Removal 3'I 10 00 EA 7 46 3110.0103 12"-18" Tree Removal 31 10 00 EA 6 47 3'110.0104 18"-24" Tree Removal 31 10 00 EA 8 48 3110.0105 24" and Larger Tree Removal 31 10 00 EA 6 49 3123.0101 Unclassified Excavation 31 23 16 CY 3,000 50 3125.0101 SWPPP z 1 acre 31 25 00 LS 1 51 3211.0112 6" Flex Base, Type A, GR-1 32 11 23 SY 25 52 3211.0400 �ime 321129 TN 220 53 3211.0502 8" lime Treatment (36 Lbs/SY) 32 11 29 SY �2,200 54 3212.0401 HMAC Transition (Type D Min 2" Depth) 32 12 16 TN 40 55 3213.0102 7" Conc Pvmt (3600 PSI Concrete) 32 13 13 SY 11,300 56 3213.0301 4" Conc Sidewaik 32 13 20 SF 20,400 57 3213.0401 6" Concrete Driveway 32 13 20 SF 14,400 58 3213.0501 4' Barrier Free Ramp, Modified Type D(Diagonal) 32 13 20 EA 25 59 3216.0102 7" Conc Curb and Gutter 32 16 13 LF 100 60 3217.0101 6" SLD Pvmt Marking HAS (VVj (at Macie and Azle) 32 17 23 LF 80 61 3217.0401 18" SI.D Pvmt Marking HAE (V� (at Macie and Azie) 32 17 23 LF 14 62 3231.0121 4' Chain �i�k, Aluminum 32 31 13 LF 200 63 323�.0131 4' Wrought Iron Fence 32 31 13 LF 100 64 3231.0412 6' Fences, Wood 32 31 29 LF 100 65 3232.0100 Conc Ret Wall with Sidewaik (Face of Wall) 32 32 13 SF 1,340 66 3291.0100 Topsoii 32 91 19 CY 1,400 67 3292.0100 Block Sod Placement 32 92 13 SY 8,300 68 3292.0400 Seeding, Hydromulch 32 92 13 SY 100 69 3441.1301 Loop Detector Cable Sawcut 34 41 10 LF 220 70 3441.1302 14 AWG Loop Detect Cable 34 41 10 LF 220 71 3471.0001 Tra�c Control (Addendum #1) 34 71 13 MO 8 72 9999.0003 Conc Ret Wall with Driveway (Face of Wali) 32 32 13 SF 80 73 9999.0004 Concrete Steps General Notes SF '140 74 9999.0005 Replace/Reconstruction of Mailbox (NW 23rd Str) General Notes EA 1 75 9999.0006 4" Conc Sidewalk with bars at 12" OCEW 32 32 13 SF 3,000 (Retaining walls) 76 9999.0007 Concrete Retaining Wall 32 32 13 SF 60 Detail-Sheet 22 Bid Summary WATER IMPROVEMENTS UNIT IA SANITARY SEWER IMPROVEMENTS UNIT IB PAVING AND DRAINAGE IMPROVEMENTS UNIT II Totai Bid CITY OP FORT WORTH S'CANDARD CONSTROC710N SPECIFICA7'ION DOCUMEMS Fortn Revised 20l ! 06?7 00 41 00_00 42 43_00 4i 1 i_00 43 i7_Bid Form-Proposal-Bond_V rndor Compliance.xls 04 45 40-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 SECTION 00 45 40 MINORITY BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE subcontracting goal is not 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 alt goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOAL The City's MBE goal on this project is IS% of the total bid (Base bid applies to Parks and Community Services COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity 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. Waiver documentation. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. SUBMITTAL OF REQUIItED DOCUMENTATION The applicable documents must be received by the Managing Department, within the followui� times allocated, in order for the entire bid to be considered responsive to the specifications. The l. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated eoal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE oarticivation: 4. Prime Contractor Waiver Form, if firm wiil perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed �oal. 34 END OF SECTION CCCY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 received by 5:00 p.m., five (5} City business days after the bid openin� date, exclusive of the bid opening date. received by 5:40 p.m., five (�} City business days after the bid opening date, excluszve of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid openin� date, exciusive of the bid opening date. 2008 CIP Neighborhood Streei Project Ciry Project 01263 007200-1 General Conditions Page 24 of 63 G. City Substitute Reimbursement: Costs (sa�ings 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 ar entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Condirions. D. Business Diversiry Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance (as amended) by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds for terinination 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 perfonning or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 44� 62„ , 5' I R1" TYP. 2n _ ___Contract-2B, Project Q1263 � Water, Sewer & Pavemen# Replacement for: NW 23rd Street, NW 24th Street, Macie Avenue and Belle Avenue 82„ �1„ 2 22,� ,,,, 2 ,2" ,2� 11„ 4 ' � � • �� Contractor: _— Contractor's Name Questions on this Project Cali: _ (817) 392 - 8306 � After Hours Call: (817} 392 - 8306 http://www.fortworthgov. org/projects FONTS: FORT WORTH LOGO IN CHELTINGHAM BOLQ ALL OTHER LETTERING IN ARIAL BO�D COLORS: FORT WORTH - PMS 288 • BLUE LONGHORN L.OGO - PMS 725 • BROWN LETTERING - PMS 288 - BL.UE BACKGROUND - WHITE BORQER-BLUE NOTES: IF APPLICABLE TO THE PROJECT, CONTRACTOR SHALL OBTAIN VINYL STICKER "CITY GAS LEASE REVENUE IN ACTION" ( LOGO AT CDR SlGN AND ENGRAVING, 6311 EAST LANCASTER AVE (817-451-4684), PEEL AND PLACE IN FUNDING SECTION. 1 �u �, i�l�L'� 3" 1,_4" 2" ,., 2 12, 1" � �� 3� 4 PROJECT DESIGNATION SIGN ZLI9#30Q ZE[�Jl SO£IZ:X LL 0 � � - � W� � ' - _ tLLl. � i o= ,,..� a ^ � . Q � `�b �+PS-`�. ;� � �'3 r Z � o ` � e�`", � � � N� z :�.�`�� _ � N � W 4�6.. =� r o � � w � ° ''is+• : _ C S o W N ¢ �. �PF� ��:LL �� = `o Z x _X,... - ___ � "� _ ��.s aaaa s- � g � �_ � �, / •� 5-� � 's ,' � � �e� y �� -�, � � ` ��•�� g� � /� ' �ar � / � � �,� � � � E l�� . -- � - � � o � � �� g �—� � ---- �� — i �� 1��ry �`— �- � � � > � „- — - � �� j.. / �. � I - I - 1, / �� U � 8 �� - Qk !�_ - — \ � � � s�" �. �� _ �� _ , � � � _ �� , ,_ - � — �� g� -- �� _. ---� I -.. --- _ - - ___._ _— _ _- --- � _ -- _--1 - - �__�_. _ ---- � --- 8� i I_. .. _ J �__ _ _ _ F9Z ( 0"�N 1"J3(O�IJ' 6Z .LJ V2IJ.'VO� -e— �N� b � �3yn F � ^ �� z Jo�� `' _ u ,_G�b�k? � ¢8 W_ ,�i - . .._-- Z .s � r. _ _� � -----. , ,.—� �— -- - ... J -- —� ---- -- - . ---I I ` I -- -� ��---� ��- - �- - �� - - �� - — I � i __ _�I iO! —. _ - --. � II e m 8 S332i,LS QOOH2I08HtJI3N di� 300Z � „xj � W t'N `o zz v 3 :� �� , � � z X ,, ¢� �� < - ? j C r.n � a �� T C 0. - �^ OF c%u p ry j Q°' W O o F `g ;. ;a �zo� c, p � � ¢ � � aF7 U - a % C C� �z ,',¢�� Z F .. - C v: Q p J �' 'z U �- 'v �� z �� F � � �' � W o �� °a �� o� 3� ��p�s � e2 . �> ma sae a :� x8�x 1 � 55 0 a �& $ �o � ?� e §o i �i a � § `as � z ty � � �s e � �sII S k �s_ sag x frE2s � E 03� g „ �io <� Q k�x ��Q Ee �&E $�` E` &°��?"rynR E2 .sbKx�xxa &5E X2 ="g:2x2�if Es� �� E � �s n � g� �� L ��` � L �� L � �� _. I I . $�, Z��, � -J ,-_ _�� -.�I �Z ��°. ._ II:� $I� Z. g�v � Q L ,� � Ni� S� I N x' �.. -_ N,. � t_ j�`' � � � ,,. i I 1 . '_:��-�1 � a�ai�eW �i . _ � �� ..._� � "� any aioey ., --- — i I � ' .I . b� ' a r I&� � 'i� ; -- � -- � ---- Ig� ( 3c �� _ ._ � �. . , �� ia �i __ — .8�d-- -_ _—i�-�� g�� gs _ �� , �F� c � dl ' � �� o a � d �� a �� s � �3: 5 0 �a � �a � � S �ti,�o a e �� xg� ?a � a z � � � £§ % �b s S � €�E\e'a z m fig €sa.re� � g€ �,z '&�o � ��Ea�s> g �g t�.fr �v�� o a e� .Sye��s � �j JE'� � �.� o � a �E nc� �,'i.§ �fi�'�v.F � §� �Ea ofi$ 'bo � -X� €��y es`��=E � �s �3g �'�_ _€�' z _a'E.�. �.�s E��t 's o', �c= k�8 �-��-,a c� �� E � F'8}uu�F ., §: �LZ � f` n e � m 'H - zci9uaoa zc�� soc��-x s9z�o�Hi�3roua-ezc�vai�o� Z�gfOiIdS332iLSQO0i3�I0EFiJI3I�idI�300Z � � � � aI �Y � � � U w z �o s - ' �-_ = c z z_ � W� � =_ j' o'�� s3�° �� .,,� LL c -� �'�� e p ° , ' X v�`n F- � > d �' � s.��4�� z w = M¢� w' ¢¢ Q q .r ^ W�ms� �� y= v� r� �.. r; `�`, , ,� s. � � �� i- c, p H �� F � uo ". �S�' _ :.� _^ z .yc„ e < u � ___ .�-. z �v pa �Z w-. � ^ _=. � �;� e� s � F = " N�� :� ' o � �}�. Y.��a ✓ y v z�`�pWBa � �$ N�k � � N$$ C 7 z O o N � � �- J ; \';LL�:� �� i � - �3„ �,m � �d � " 8,= � O F a o U � � tJJ o � Sc�{ .� �� ' x� �� a„x-=""° � < ' .' F' E' p:`> o� g (y�, F i�: 4^'6i��'�� = � �'s<.� � a� - z � ¢ cF J ¢ ;.:� � 7 ^ Z � s�•. . k� � zW -'M § F- s U Z �I '�, s•.. �_s a��o��a6 �b _ �g " � H !> � � O0. 0- z _,r-i-, ,�., O 8 t" ....� ' 3 3F�Z€u� �F mk -'� � p ia�" 'v � z U d u i. U s � �ir5 g� g` m� 8Up -a�� z C� J z ' p _ '�'p�ao=LL$g� 6� ��WUwk�o iia w C, o L" �" �� g_ �� `u - �44 � o s�� ix b5p?�,'�ag� 8��3� �"" �' � 0 � �� a � �� --1=�-1 $�i o9 m, ��i � � � �a � `��, �-� �" B am- �� :,�>� � �3 S°�fr ii�:�� i � �� e � I S. k R� 8�i � 1 ��N �. '� �� `� �� x �� >- ¢ � o �a 0 � ��I W H W � U Z � O� 00 � ��s ` �� sg�� p a Z a J o: � Z a � F e � �e —oo �-- o= .��Itis�� Zzd .` ~ „� tla � O � Z V` � �'� O) �� a �zl �-u� � �. e ��i � -�9 �r �. el� Y k UO� ONo Qa d� X° W V a W y �� w� �� z° 0 � �)F � �I y g� o ( � � � � U � _ � � �t� 4 _ tW/J ° > 'u �dR� Z me R � w -Sm u� � �� a � � � 4 �` �� i z i �� o I � 6 h �.=-� a � e> _ —U' @Us � Y g� O �tYd U �� Y �o I � � -- � I a � F �i� � €' � . �� O �� - - . �d�v L I �— Q y ~� ��a o F U �III �� I � I� �� I � z W r�' O � d� g� � � ��i ��I'�� i`" Y'� ��:Qe _�? ��s �o �m qnl l H '� � � � > � 4, � �'� g�-rg Z �we �� = � ��a ��. � a�� u ; � � �� Z � �$. ?o �� - p"g � V a _. o '� � - __ � �� °i �� _ $s x0 � � ��-i—) � ��-r� �� _ Z - s8 �- Z� i��. �'� . �� s�a � �� - �o O �� 4 -. �a ZI Y�` Ts .. �m z q� � �e p aw< ae O �� ' i� c~i �� p� � � ��4 s¢ ��: � � � 4 ff� �� I � �� s�� v�i u zo�o Z o ,� � U� � � - �g ( Y� � � =o K ~' z U' Q Z O � 3� �o �� t� xg; g� f� 3G 85 ;2 �g i� �� u �� a - 7$ H � 4 y }� y 8� Z #�' O :$ % � 1 O � �� s� ¢ � �E X�io �� ( W�� - � � , W > � E a��m � ss � i° r-; F-I -� � F -i ce � ��i `�� el H q Z �3 xo''; �� O� -� z �� '� ZL ��= �o �> � ~ nQi ��'��i j �� p; a� �� o) ��a g �a� �oa � oQo � U r�n lo; �:� � 3� c�n�l .��a za I �c83 sa � I -�--- g� `-„� .... ZG[9u30a i.til�>I SO£I7;X £9�IO�oNiJ3f02Id'H"<.LJVZ[i�OJ .... � f � o � _ _ __ .�'� $ . . � a � � _ �� LL� a�__... p� �± Z Q a '. V � '•`��'3.i>��, � �a�� i = ��,?:`: :mi c �il z �° # ... ^ G y1. 7_ V o o ��'� IyJ °' 4' i ; 2�jF� � ` N y o � � � � --1,. � ri. a; - N � � � � ° z .. z �� ' p � ,ryfS yqe�;; �� 2� y�<'�^ � 8= ,A �� 's � � J� m .. = r- e�� x`w � �.„� � W N ¢ .�� 7 i��<��y �� e•", �� Z x � � '` � �" � .. 3 Z � a ..� T g ' .R4� o � �� ` � �� b�a�� °� mW � � _ � =� � � €� _�� -°° _ . � - .... � = ....- �pa�€ �g4 §6 gis�o�� 4444 I� - � g ` � €� <��z"s��a3 �_ n� Y � ¢ 3`� (� Q }� mla � �I� al T... ... __ .._ y$ �, o Q � rnrraos .s a�� U = � I �� I w m �y i 1�6 #� x � � w�� a � �i � � a� e U I 5I' c� $Y� � � �� S� }� h'� �� al �,_ I J� 'H�z �, J e�°� U' � ��. Q g°�f Q o Olg --- f- �� O � � } �� S� I-� � j� �� 0� �. + W � �, � �} �. Q � � �� j� � � . 8c 5 � Q? a O� s �z ��. Z z �-'`; i �g"�x �i. zQ = gl O �Ix � �, ��' �� , � �' z� � �I � i JI #j �p 3I? 2 ��.�, ��,/ T r I.� ..l NNM]a4:.S .I _. _. .. . . . -. _. 1 _ . ... .. _. --a - /h ----- � _ �` �� w � � � : � C %� � � ��' ' � � � , =mo �—�g m M Y�� e��e o " �#�� - �� . -€�� - ,r _`„ "$ Y� — w..,�^ m � `� 'o � �g �� / � ¢QI � � w � § ��I J ff � _ � � J Q� x ZO��s Q� —_ � � g Z�I j N �� ( �� = oYo �'�F g� Q= J ry � ��mg��Sa�<ri .� :; o �2iI U � i M1��y�' ��6§E I. ^ � __--- �� O 6 aU o�e��6 .... & g � I /-} � � �a dg<e#3 i I � � I I �� ' �"�'ss"' � rr��<a ''� � � Qjx // I ( m�� r � � a L o �€i i� m' o Ji � � C Z �Z � C.z'..1 =� N s3�o °� ��N � � ¢> �� a ¢¢ ` = � C7 a � ' � �.-� � � o o � C O F�., vFi u �'1- _. �� ❑ z o `gryo � ¢ z� O� up g ��^ N Z. C O z F . a Sgg O �¢ j O F �U ,�L. - � ' v�^¢ zy oN} , eO�� Y` � � F U z a�� 'J v'i4 �� O � u�;z� G� i��az Q �"_' � o � ' ��E�� o 0 A - � : �� . � 7 - '' _ �� ; �� a, re y E t, 0 YSa o � � ' :' � � a 4� i -;��s � e+ x� 1 ex �� Ytil�'� �Y.� �< t _ �� T"'`' u �g c, 1k �3 � , . _ . �I ; .� 'W � 5g.. b �I � t�y �'� .s � � 3 �� . cr1 < F'� . � � � � � ti ° a; + �' �; r � �4 _ 8 �wV s j b � �� b ' � _' _ � yP? 9� �5 �- ��=�: J}IJ Q �� c�>I� Z�o g8 ZO = fi ~ F f � W�I F � $ § a a �� ?g�� W \ � ��s� � W 5 r � I`�I i=��"-� �;: � t` ( _�. �� -T— � Zo Y I � i `-�� S W i= S�o �� ^ a �� '� s- ��` g� � �Y �� c�vqsoa ��i�x so:i�x ,9zio�uc�aroaa-szl��acHo� LJ3f02Id.L33?I.LSa00H2IOHHJI3NdIJ300Z �--o t � �u F � r6 '-_ '"^� ° $ C� J L�-.'. �r�"� �o � - �^€ ozz W� � � � � � � 3 �o �ry i � C !%` � i C '� X U� V: G_ z. � j . ... �£ J�w � �j Z ` � � � � o ¢ Q a �`,... � � r, �� w F. '� � � Z � - 9 q� 5 �r i ��m_� W m " , � �3� �. � �7�, F, F, ^ . _ � ' `%e:;.`•�'. ; �'�.�� o � � , � < C F.., v� :� U o " �': :.�:�'�:s�''; z ;� � < � „ � = _ � a =v ❑ �' � N'' z ��:�; a o W� �� R ? � o; c¢ z� oa z�, � "c w %o�� o .. i ° � 'r �= c�='� 5 � g��ba € �8 w� � � �8ry z �'� 5 c � J� m ''bs eF- � N6„ � � m� r . 4 gtip � O F a`. W N � ....,_-_ � ��<�"�� `g 9��am�b � � - " ` = �.�. ' p �- v � - �{i � � z � o �a w3��' $ '=�vR�� , e �� C N G' F U � n. � Z �e �� :om_".�«„ „ _: ��a° y C � w t-c- 4 "' g� .�� a�3 me��8m W r o,�*Ue = p v�'-' � 'c' � , i _wo �_ V�� 5 b� g � s'< �. W U� ZU � v � ��°�'��ss � ��g °g :}�� ¢ r � � �ao qW F Q� a UZ�� L O� aa �� ,o�� c o s � Q � �is "a�� a_�a7 8 •3h 8 � / �.._� � ; � . /� �.. go /<, \'\ '�/,�Q.��,-�� -� �o ��_. i y� � . �� , � , o �� ,, �� ^- � �� j / E�'� . -- ? ---1 � � �.. �� ' � �: -- - - � Ii � . � � � � � '" � �� 0 � �� - � - � b; � , � � � B _.� �� g�a '4 �� / �o g� y � - �� ,� ��' � � � z' r - , � anb'alla8 -� - � / I ° � �—�� ` in � i �� g._� e .� � ._ _ ��__ .. � } �� SgM � � �7 � 8o-"� � I S�u ^.. �. � � L..__ _ . i �__ ' .. _ _ - I . . . � , r- .. ._ J � . _ --_ ��' _ __ Z �� _ __—. i � -I �- . � . f- �.. i � __ ; . � _ __ �-- - � �� , -- � � � --- �- - � _ _ � i � � � � �'� I .- - -1 i - - -- ; - � � _ _ __1 - - , � �. _ - � �'r__ �� _ _ -� _�i v i �' �� o iI � � l_ i8�b ; - - - ., - - --- � � ---�--� j ... .' � _C� � i �__.._ _ _ . .00i _ . _. .-__ _ _ .-J any a6poo _ -� -l-w..i._ _ _ _ — 3ny a��ag _ -- � ��b zE &�x� �� y? �6�� L I �j i�� i a 'fi �"" � b. E V j� `�5 5 < � < Q � fi �� £ � ��n � �� 2 k � a - s � 2� g 8 Q s ` fre � ��$e }�` � ' ��s ` {o;^/a"s z " s� i: .E fr /Y5Fijj_a u� k E a E s€ $m xh � � ��a�"� � E.� 5��'e 3- I`s�-5�� e�8 F�� sa� � ° t � F� ��` � Gz °, 5 'n"� = E �(Yy$� s � EX b`.s ai� � € 52.. �t-�a ` �a �g' �06 � $ Y E�5/{o"� E �`5' 5��0 ��$ 5 $ � X..S�;Qy€ � �'� Qho �bo c� a sY ny �� .E F5� °h Em ��e ga$�`''� fi�E�'�L `2` Ea_ k �&�a`Nh� g � k �2a o� E„ "<�'^"5i55��$_t _� "- �,fr g�� `"�o f� .c�6�x�$�x� ��E-€E K �i& e'S5 iq a�! 2 �Js.=3 K3 g�z :m �g€�� 5 �o �� '].jE8� 5a E �'ES��uE E'2� ven ?J.; ry -� /j vi u n m o � . . �- ' .. ... o ' �n r � � S e g ` L �, ', '_. � . � 'N �� s (n _ � o ry t � V Q � J I � L� ry � „� � ��I Q , ..��.. . _ . . N -� ____—; g � '� � J' � - - E^' Z,--- � � ' I IZI � -- ' II-- - - � Z . .. _. ._ _ _ _ ._ i �.', I a�a�oe� , _ _ _ � � � � _ �� : � I` I g a - � a�* - j�- -- f i 8£ i -i �� _ � �� - s�" � � `� � �� I �� -�- ai5ep � s� \� �DDENDUn7 NO. 2 CITY OF FOR'I' ��012TH ZOU8 CIP Neigl�borliood Street Project Contract 2B «�arer Project No. P2�3-541200-602170126383 Sewei- Project No. P2�8-5�1200-70217012b383 City Project No. 1263 ll.O.E. Project N0. 6172 Addendum No. 2 Issue Date: September 7, 2012 Bid Receipt Date: September 20, 2012 This addendum forms part o('the contract documents referenced above and modilies the origival Conrract Uocu�nents. AcknowIedge receipt of this addendum by signing and attachin� it to the Contract Documents (inside)_ Nate receipt of the Addzndum in tl�e Bid Proposal aud on the outer envelope of your Uid. Pirospective bidders are hereby notified of the follo��ing: Bid Date ►�as been delayed untit (1:3U P.M. CST, Thursdai�, Se�tember 20, 2012), ancl bids �viIl be openecl pub[icly anci read aload at Z:00 P��I CST in the Council Chai��bers at 1000 Throckmorton Strcet, Fort �'VorUi, TX 76102. RECEIPT ACKNO��'LEDGED: I3y: Cit,� Project Ol2F,; ,4i;denc!um . 2 S2�'i[Zi11i;�r i, ?U}.d lafl / � (,I � � .,-- -a �`' .{-F.� �h ' $y: �-- - Khal Jaafari, I?\ E., . � Project En�ineer ' Transpor[ation a1�.�Public Vdorks � �� • _��OF TF� �� Q� �` I � : c��Q;.••''•.. :� 1'► � : � i� � �` = �z* �fi i* tN. LYNN HILBURN j i ��... ; .. . .. • :�,� �-e• 55531 . r,a�,o....��s�o.; �. ��:�'Slnc.ia� ��?' ADDENDUM NO. 3 CITY OF FORT WORTH 2008 CIP Neighborhood Street Project Contract 2B Water Pr�ject No. P253-541200-602170126383 Sewer Project No. P258-541200-702170126383 City Project No. 1263 D.O.E. Project N0. 6172 Addendum No. 3 Issue Date: September 17, 2012 Bid Receipt Date: September 20, 2012 This addendum forms part of the contract documents referenced above and modifies the original Contrac# Documents. AcknowIedge receipt of this addendum by signing and attaching it to the Contract Documents (inside). Note receipt af the Addendum in the Bid Proposal and on the outer envelope of your bid_ Prospective bidders are hereby naiified of the foltowing: A new spreadsheet for Section 00 42 43, ProposaI Form Unit Price, for adding sub totals and grand totals has been uploaded to buzzsaw. A rounding error of quanriries svas fou�nd on trvo pay items. No quantity valnes have changed from the printed proposal values. AlI other provisions of the plans, specificatzons and conh-act documents for the project which are not expressly atnended herein shal] remain in full force and effect. Pailure to return a sib ed copy of the addendum wrth the proposal shatl be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the proposai at the time af bid submittal. RECEIPT ACKNOWLEDGBD: � City Pruject U1263 Addendum a3 September 17, 2012 t oF 1 k � � , �,�g�' `,, `i �` By: ` . Khal Jaafari, P.E., `� Project Engineer. � TransporEation an2t-{'ublic Wor � � ��e c� _r � ,. �� pF TE. � � �- .. Q...•• .S �� , _ f� ,. i *�• ' .:•� ' �S �,��i � * i...........•NiLBUR ./ i H. IY�N , ... N �, ��i =c : ".. 555g'� � '�v` '+a��iL��Ns��?S O011 13-I INVITATION TO BIDDERS Pagc 1 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4'7 48 49 SECTION 00 il 13 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of 2008 CIP 1'�Tei�;hbot��rooc'1 St��et I'r�oject, C`ontf�act-2B (C'zty �'F-oject _No. �126�) - T�crtet-, Sewet-, Puving anc�l�rui�za;e It�a�at-overner7ts f�f-: Nd� 23'�`� Slt-eet (Hnt2na f1��erzz.�e t� Bell� A��enz�ej I�r�' ��`h Sir��t (�cn�na flvenzre to 1�ad�e ��venire) lU�°crcie Avey�zt� (NI��/ 24t�� Stt eet t� ��zle �vetzueja37c� I3elle �tve��ue (7��63�,'%„`� St�r�e�t to N�' �3'�St�-eet) will be received by the City of Fort Worth Purchasing Office: City of Fort Worth Purchasing Division 1000 Throckmorton Street Fort Worth, Texas 76102 until r 1:30 P.IV�. CS'�', 'I'hursday, Se��ter�lbex 13`'' , 2012}, and bids will be opened publicly and read aloud at 2:00 I�1V1 C.S�' in the Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Uezit I: Unii IL� ,�i —t��'uter� 3, 200 LF —<g " P[�� i�'ager� Line by C}pey� Cut S� Ef� — �i�ater- Sen�ices I' — Setiver- SS LF —�" Pt�C; Sa77itcas�y Sewer� �,ine - ? E_� — �' I�iara�ete�- SaYzitat�y' ,Sewet� 111m�Gr�les Paving afzc�Dr�ainage 11,3�10 SY— T' C'��cyete Pavir�� 14,�^0(1 SF— G" C'oizcr�eEe C�r-ivetivay 23, �OQ SF — 4" C'onct-ete Sic�ewcrlk 1, ?40 SF— Coner�ete Retai�zinb �'all PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre- qualified by the City at the time of bid opening. The procedures for qualification and pre- qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http:/%ti�w�w�.fortwo�-tlltexas_�ov/pu�-cl�asin�/ and clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from Neel-Sc67c�ffer, Inc. at 5I2 I��c�i�� St��eet Szriie 41 S, �'of�t T�ol�t61, Tex�s 75102_ C�ntcact �-I. L>>�rs� Hil��zsl n at (817)870-?4'2. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July l, 2011 2008 CIP Neighborhood Street Project Ciry Project No. 01263 001113-2 INVITATION TO BIDDERS Pagc 2 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: U�1 �Q.O� pe�- set Set of Bidding and Contract Documents with half size (if available) drawings: 11(1. (1Q �er set PREBID CONFERENCE A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following location, date, and time: DATE: .�ztb rst 2?'��, 20I2 TIME: 1�:3(1 an� to 1?: 00 czra� PI.ACE: 1000 Tln�ocla�zof-ton St�y-eet, R��o�� 2%0 �'<�r•t T�'�t-t17, 7'eias 761 Cl2 LOCATION: Ti c�tzspoYtatfotz and Pztibfic �'oF�ks Lie�ay��i�zent, R�o�tz 2 i�1 2"`� flooc� of City Hcrll (S�utheast �'o� �zet-) CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. INQIJIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Kdzczl Jcaafar�i P.E., City of Fort Worth Email: KhcdX..Iaafaf-i(c�f�rtwot-t171excz.c.,;ov Phone: (817)392-7�?2 AND/OR Arin: I-I. Lvran Hilbuy�tz, 1�'eel-Scl�ajfer�. Inc. Email: Lynn.Hilb�ar��i(d?neel-schaffer�.c�orn Phone: (817)&70-?422 ADVERTISEMENT DATES .`�Zib fSi 1 �Jrla 7�� 7 �iugzcst 23`�'. �01 ? 32 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 201 I 2008 CIP Neighbo�-hood Street Project Ciry Project No. 01263 002113-I INSTRUCTIONS TO BIDDBRS Pagc 1 of 9 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SECTION 00 21 i3 INSTRUCTIONS TO BIDDERS 1. Defined 'I'erms 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. � 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 12.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalificafion of Bidders (Prime Contractors and Subcontractors) 3.1. All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified (even if inadvertently opened) shall not be considered. 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 ll, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Parab aph 6.1. CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPGCiFICATION DOCUMSNTS Rcviscd July l , 2011 �4��Y CIP Neigl�borhood Street I'roject Citi � Proj c ct No. 1= h: 002113-2 INSTRUCTIONS TO BIDDERS Pagc 2 of 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 33. The City reserves the right to require any pre-qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequaliiication, additional requirements for qualification may be required within various sections of the Contract Documents. 3.5. Special qualifications required for this project include the following: None 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder shall: 4.1. l. Examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.13. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be � binding upon the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd July 1, 2011 3008 C!P Neigllborho�d Street Project Cin� Projc ti N�. I Zh? � 00 2l 13 - 3 INSTRUCTIONS TO BIDDERS Pagc 3 of 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 41.6. Perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. On request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restare the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal is prima-facie evidence that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. 4.1.8. Promptly notify City of all conflicts, errors, ambiguities ar discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are far general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as providecl in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July ], 2011 3008 CIP Neighhof�haociStreet Pi-oject Ci�n� Pr-oject No. 1 �63 0021 13-4 INSTRUCTIONS TO BIDDERS Pagc 4 of 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) that Sidder has complied with every requirement of this ParaD aph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of consh-uction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errars, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid far by City unless otherwise provided in the Contract Documents. 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the proj ect. 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda CITY OF FORT WORTH STANDARD CONSTRUCTION SP�CIF[CATION DOCUMENTS Rcviscd July 1, Z011 200c4 C;IP A'eighhorh�>od Street I'roject Citv Pr'r�jeei No. 126: 002113-5 INSTRUCTIONS TO BIDDERS Pabc 5 of 9 i 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 l8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on ar before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 1000 Throckmorton Street Fort Worth, TX 76102 Attn: Iidlal Jac�fta�-i, P.E., F'r�oject lt%Ia�zuge�- Z?cpal�tf�2�lzt Fax: (8I7)392-801�2 EmaiL- Klial.Jac�faF�iCa;fof�t��of�tl�texas_�ov Phone: (b'17)392-i<4?? Ti�ans�3or�t`atzot7 �rrzd Pul�lic i�'c�t�ks 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications may be posted via Buzzsaw at: I�tt�s:/,/�rojectpozs�t.htizvsaw.conr/cliei�t,!fol�tvi�oi�thgo�,�Itzfi�astyzsctzfre Pt-c�jects/(�IZG3 - 23r•cl St NT�; 2�tlz St I�'�; Belle �1ve, Nlacie Ave, ?OOc� �`II' �'1�iGef�et�al �oFzt��c�ct I�ocufrzerzts an��' S'�ecificcrtions�'I D — �c�derzc�a � 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5.01 of the General Conditions. 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award, City may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City until final contract execution. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd July l, 20ll 200c� C1P Nei�hborhoo� Street I'r�jecr Ciry P��ject No. 1=6? 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Pagc 6 of 9 T 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or-Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or-equal" items. Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, appiication for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractar and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General Conditions and is supplemented in Section O1 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with City Ordinance No. 15530 (as amended), the City has goals for the participation of minority business and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE/WBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form (with "documentation) and/or Joint Venhzre Form as appropriate. The Forms including documentation must be received by the City no later than-5:00 P.M. CST, five (5) City business days after the bid opening date. The Bidder shall obtain a receipt from the City as evidence the documentation was received. Failure to comply shall render the bid as non-responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form sib ed in ink. Erasures or alterations shall be initialed in ink by the person sib ing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or furnish materials required. All prices shall be written legibly. In case of discrepancy between price in written words and the price in written numerals, the price in written words shall govem. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd July 1, 201 l 300c4 C/P Nei�l�borhoocf Streec 1'roject Ciry Projc:ct No. I=h7 00 21 13 - 7 INSTRUCTIONS TO BIDDERS Pagc 7 of 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 12.3. Bids by corporations shali be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by parinerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sib . The state of formation of the firm and the official address of the firm shall be shown. 12.6. 12.7. 12.8. 12.9. Bids by individuals shall show the Bidder's name and official address. Bids by joint ventures shall be executed by each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. All names shall be typed or printed in ink below the signature. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. � 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation 'BID ENCLOSED" on the face of it. 14. Modification and Withdrawal of Bids 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option of the City, be returned unopened. CITY OF FORT WORTH STANDARD CONSTRUCTION SPBCIFICATION DOCUMENTS Rcvised July 1, 201 ] 20�8 C/P Neigh7�orhoocf Street Project Cin� Prqjeei No. 1:6: 002113-8 INSTRUCTIONS TO BIDDERS Pagc 8 of 9 i 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 14.2. Bidders may modify their Bid by electronic communication at any time prior to the time set for the closing of Bid receipt. 15. Opening of Bids Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An abstract of the amounts of the base Bids and major altemates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids wiil remain subject to acceptance for the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 171. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by City. City also reserves the right to waive informalities not involving price, contract time or changes in the Work with the Successful Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of fib res and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other ar be engaged in litigation, Bidder is in arrears on any existing contract ar has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent ar hinder the prompt completion of additional work if awarded. 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to estabiish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractars, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 20] 1 300R C/P Nei�l��orhaoca' Street Project Cih� Prr�jeet No. 1= h: 00 21 13 - 9 INSTRUCTIONS TO BIDDERS Pagc 9 of 9 1 2 3 4 5 6 7 8 9 10 il 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 17.4. Contractar shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by Ciry indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by the City. 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance, and all other required documentation. City shall thereafter deliver one fully signed counterpart to Contractor. '1 � � CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised July 1, 20l 1 200R CIP Nc ighborhood Stre�t I'rojec[ Cih� Prqjcct No. 12h3 003513-1 CONFLICT OF INTEREST AFFIDAVIT Pa�c I of 3 � ` 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 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 be downloaded from the website links provided below. http://w��. ethics. state.tx.us/fonns/C IQ.pdf http://�titivw.ethics.state.tx.us/fonils/CIS.pdf � CIQ Form is on file with City Secretary 0 CIQ Form is being provided to the City Secretary � CIS Form is on File with City Secretary 0 CIS Form is being provided to the City Secretary BIDDER: � -�� ' �il�--� r�, t,� i b�. l � BY� ��('D Company (Please P P�X �� l.� l,(g Signature: ✓ � Address }�(.�. (� J a,(-� � j %C � (p � �� Title: � � t� � �✓'2S i ��2 ✓1-i- City/State/Zip (Please Print) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 2011 2005 CIP Neighba•hood Street Project Ciry Project No. 01263 003513-2 CONFLICT OF INTEREST AFFIDAVIT Pagc 2 of 3 �O�,IFLI�CT t3F �NTEF�E�T �QUE�TIQNNAIRE �'�� I� Fc�� +r�d�r 4r at�e� p�rson �dc�in� b�si�ness w9th luca9 gav�rram�n+tal cntnh} Thla qieeei]a�naire rtls�cte char�gem �mabe to �ra ]a7r ti-j H_B. 145Ew �¢ih Le�_ li�gul3r ;asslen_ �is �u�tia�nair� is �iein� fil� in a�mlan� wrch Chap`�r 1; 8. L.c�.:.�C L-�uernm�i Co� E�y ��erscn � h�s a busir,�ss r��aanshi� as �fined t�y S:-�an ?.• G.C��' f t-ai �r.iti-a,� I�I go��snrrw_nt�l enaty an� eh� �rson er, �1s requirFmen� under ��°'Sc.n 1 i�.C�Gi al_ By [.�r.v tilis yu stionr�ire rra:t_r, tw iled �.v1th �� r�qrds administrr�tt4r �tFa Ic+�_a1 ��.�emrr��rr�I ert�:f rA� [at�rthan h�e Zth businesc d�y a3�ethe d,�t= he �rsan t�comes aware cf`acg !'haa require �h�e sai�marts *r� be fil�^J_ ,;� ��an 175_QD�?, L�r.af i�ov+�nrr+_=rrt Gc�1� A p�rsnn �x,mmits �n at%nse ifr tha p�rson knvwingiy vicla:� �c-ction 1?5_C�?. Cc=:al GoU�mmerC: �'nd=_p.n �ffen� r.�nde, this s?cticn is � CI.3s� C mis�=m=-an�r. t�arrne af pers�4n who has � txusiness ¢Ql��or►shep�+xrlkh ]r�l �av�meneartal Entity_ ❑ Checkthislbe}xSEyauaae�lingasrupc�at�t�aprAviflusly�iledqaestrQnnai�e, i�FF7CE 9.lSE [3f�7LY mte zscr.ra (The lax requ:re� that ��u 71� ar. up�:a[ed ��n2aletec qu�.ti•on2aiFe with �e a.�ra�riate n[ na �uthariry nct fa:�- tf�an the r th bus��ss say aiar the dat=_ the as.Q��:� y=� qu�5onnaire b��nes inc�mplete �:: �xj.��xe_;� � nf I�cal g avernmerrt �fi�r vrFth whn�n filer has. empinyEneset o� �usi ness eeJa seoeesh�p- i�l�e sr L��r ihis ��,�.n lit�m 3 indurlin*� wb�arts ,"t E. C 3� D) m,rst �e �enplF;.ed fc� ea:h a`�r�xr v��:� �c�h��r,. �a =1er h�. �^,. emplo3�-nertt sx ce+� u�inas relaEc�ship a� deined �ySecvvn 7 i6!:i �"jG-a,l. Lo�aJ ��ent �e�F At3ch ad�JiEc�^-s pa� t� this Ft�rrt CI�7 as neo�sa-y. � fs if�e loc�@ �v�nma t offi+� named in rhis sectir.ri rc-a�:vin� or likely ta r�°ve t�able inceme. oEher than irn�st�nent -; �mw, i�onu 4ha iil�r at' tr,�_- questiarviaire? � �✓� � Na E. ks t��e 1er af 1he quPstiannaire ¢-�ra_�iv::5� crr liicsy � rec� ve �cablz a�a.rome. sathrier than in�rtt incarsw, frnrn ar at � c recurni nf tis� %crc�? �au�^:anznx orn�r narr�d in t'+*� sEctian J�W�D i*� taxable incorr� � n�z re�i�cc fro� t� �Poc�l c,,la-uemm�s'ktal e�gr3 � 'r`es � hl � C_ �s the fil� af ths que56o��a.,� esnplcked by a carpora6an ❑r ot�.� 6usin-rss �n[ity ►r`th res�� tc ev^.ir.fi Che lo�' �vouemm�aat �c� senr�s � ae o�cer ur dire�tar. or haids an ovm.�:�ship of '�� -�nt nr rnare� � �� M1Ia C_ d�cribF each wT-iplo3merrt ar 6Usiness rEfa[ionship wih the local gauemrn nt a�isxr na*ned - t}� sectian_ J ' y1yr� _ �` �m r3�teg e�r .�e gtr��r-.� E;�ur! r.r . • f.QriJ�2d C°��G�'h]�]? CITY OF FORT WORTH 2O08 C/P Neighborhood Street Project STANDt1RD CONSTRUCT[ON SPECIFICATION DOCUMENTS City Project No. 01263 Rcvised July I, 201 ] 003513-3 CONFLICT OF INTEREST AFFIDAVIT Pagc 3 of 3 ��.�� '�i�� FI�'�� :��F�.�� CD{��L�3�1�� :l�E E�'� f,t; t..��: ac3-z *."ca- �npl��r�� anc� �"� tx�is femrm ��arrrvided a� �'te e��i �ge_ � �� a: [� �raan�a r�� t� tin� ��r tr� �a.a_ 1-ss�� e�rt� a�, ��F s�aivs�. T�iis is t�s� c�s�cr ta t�;� �p�sre��eza�e ��.ai gr�.r�nmenL�l eexGt3r �: ih� G�ilr�w�in� Ic�I ��nr��eat �sFfia�r t�� L�:,�m� ��r� ��faci5 t�at r�qvir�the ��c tn fal� ii*ras stat�:-eni �=''�°'� vs aa�ra�n:� �+iCh C hapkv� 7 �� L�a� ��errssn�rrt C�� t M�a�ee �s� L�ca;l Caoe��msn�nt C7�fi �r � Cpf�c�}3�Ed � Fi�trse af �esarn e�es�'cb�c� �� cii��s 9��_Q!�2�a} anrt@ '676_G��13�a�. L��aC �'z�mwexsaxraapn� G��le +� D�scai�rti�o� �sfitfie natuire ae�d e�tent�af ec�g�loyrra�¢�t�Tm��heff�au�iases� ee@a��rv4hi�m �ith �raan nam�c6 i�a a�u�u 3 � Gst gifts ��cce�te�i �a�* Ctee laacai ��a��sen� r�f£ece� �n�d �n3+ fi�mf��r aec��t�r. exctu�i4ng g�S� d�csa�a�e� 1�� S�c�cmn 976.4 '�a-9�. "r�ag; atg ��Iue af �he �ifis �ccegs��eri �ra�eti gae�s�nn �sa€ev�d in i�eraa 3 e�ceeci 3��1 durin� #h� ��-is�€rnth �ri� ��s�ri�e� �� e�to�� _on�f��fi��v�l Q�€e �ift.�cce�i�d z'7s�:�iptson �;�Goft D�te �i� Aacept�d G�scriatia�u e� Gif* d�¢e ��aiic.�cre�r��tl ��s�ripti�ra r.rf � ��h addititan�l'�aersss � n�.,^ess�.:�, '� P�'4�T r�r ura�r ja��tp' c�* �¢3� th�t m,e at�svc s��m�t os sr� amcs c.�e� E�n�s� f�� tr� �rs�a�sJre ��a➢es t4 a'-�Pr�It� s^��:aati�r (�a €�fts�c9 ay �c,:�an 7,6.C�1 �'). P�� r;�'s�E2T'mP,t�+it ��E�v C7n tt65 i#� �N�TrTa::,ik a74t9� E'�.. 3§6�+ 3" it�� 6ti� �5 SJ36e^it�^si c�'s+`ts � 12-tat�u �t4�a: deE�'.��J C¢p' ,' i,-�5.f��:x',�;. Lc� ��it ��. ulc��e��. 03 L�� ^vt��.mre�ii�i t'�iilc�s F.,,==1.:a;. !d^�.T,i.!�r,Y 5T3,.h4.F t :E.tt. Xr'.�ti1'�� 3�on YD srs.-�. SUL�.�:CIFaC� trGGz ¢r,f„ b3"-tht 5L1FEE .. this ^.tts Q�A.. �aP .��.G .'St'r ..e%t'.�'}' `��h�Lh., •afC�x,�� :nf�..�' h�r5�ffi �n6& �^at �?akR1iC. �'f�n�>u:� 7f�Cc a�ce7t[z€�T6^7'e€P �a.1CSs PaiP2tr� rt�mt c`��79Cef��n.in�'tt�.ru7A 0.Yffif T�:+G t� vfivr �dm:W�t�rtn"� a1a2h ,�ciID�J�ESI �t1i'i"'_^S;'.U�. l 2 . . � '�,� � ', , � �' �.. �� CITY OF FORT WORTH 2O08 CIP Neighborhood Street Project STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS Ciry Project No. 01363 Reviscd July 1, 2011 00 41 00 BID FORM Pagc I of 3 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: City Project No. Units/Sections 1. Enter InYo Agreement 01263 2008 CIP Neighborl�ood Street Projcct ��'ater, Sanitary Sewer, Faving and Drainabe I�nprovements Unit I A- Water lmprovements Unit I B- Sanitan� Sewer lmprov�ments Unil II - Pavina and Drainaae Improvements The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in Yhe 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 pendin� contract award, and will provide a valid insurance certificate meering all requirements within ] 0 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interesY 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.�t. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 3.5. 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 Ching of value likcly 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 Che 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 anangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influencc their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS FoR„ a��;5�a zot to�2� 00 41 00_00 42 43_00 43 13_00 43 3'7_Bid Form-Proposal-Bond_Vendor Compliance.xls 0o at o0 BID FORM Page 3 of 3 3. Prequali6cation The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Improvements b. Sanitary Sewer Improvements 4. Time of Completion 41. The Work will be complete for Final Acceptance within 365 days after the date when the the Contract Time commences to run as provided in Parab aph 2.03 of the General Condirions. 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 rimes 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 b. Required Bid Bond, Secrion 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Condirions. c. Proposal Form Section d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalificarion Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 h. Any addirional 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 tlte space provided �� below, please enter the total bid amount for this project. Only this figure will be read publicly by the Ciry at tl�e bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices far each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH S'fANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 30t 10627 Copy of 00 41 00_00 42 43_00 43 13_00 43 37_Bid Form-Proposal-Bond_Vendor Compliance r 0o ai o0 BID FORM Page 3 of 3 Total Bid � 7. Bid Submittal This Bid is submitted on �i,ois,��o.00 20-Sep-12 Respectfully submitted, By: b ature) Brock Hu�,� � (Printed Name) Receipt is aclrnowledged of the Initial followin� Addenda: Addendum No. 1:✓ Addendum No. 2: ✓ Addendum No. 3: � Addendum No. 4: Title: Vice President Company: Conatser Construction TX, LP Address: PO Box 15448 Fort Worth, Texas 76119 State of Incorporarion: State Here Email: brockCa�conatserconstruction.com Phone: (817) 534-1743 END OF SECTION by the entity named below. Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fo�,,, xe��5ea zoi io6z� Copy of 00 41 00_00 42 43_00 43 13_00 43 37_Bid Form-Proposal-Bond_Vendor Compliance 00 42 43 BID PROPOSAL loC2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Informarion Bidder's Proposal Bidlist Item Specification Unit of �o Descriprion Section No. Measure Bid Quanrity Unit Price Bid Value UNIT IA WATERIMPROVEMENTS 1 0241.1011 Remove 4" Water Line 02 41 14 LF 240 �1.00 $240.00 2 0241.1012 Remove 6" Water �ine 0241 14 LF 1,900 $0.50 $950.00 3 0241.1013 Remove 8" Water �ine 02 41 14 LF 1,000 $0.60 $600.00 4 0241.1301 Remove 4" Water Valve 02 41 14 EA 1 $50.00 $50.00 5 0241.1302 Remove 6" Water Valve 02 41 14 EA 6 $75.00 �450.00 6 0241.1303 Remove 8" Water Valve 02 41 14 EA 3 $80.00 $240.00 7 0241.1510 Salvage Fire Hydrant 02 41 14 EA 3 $100.00 $300.00 8 3125.0101 SWPPP >_ 1 acre 31 25 00 LS 1 $200.00 $200.00 9 3201.0112 5' Wide Asphalt Pvmt Repair, Residential (2" Type D 32 01 17 LF 100 $40.00 HMAC on Min. 8" 2:27 Concrete Base Per Detail STR-028) �4.000.00 3201.0400 Temporary Asphalt Paving Repair (2" Type D HMAC on 10 32 01 18 LF 3,400 $8.00 Min. 6".Compacted Flex Base Per Detail STR-030) �27,200.00 11 3304.0101 Temporary Water Services 33 04 30 LS 1 $6,500.00 $6,500.00 12 3305.0109 Trench Safety (5' & Greater Depth) 33 05 10 LF 3,400 $0.10 $340.00 13 3311.0001 Ductile Iron Water Fittings 33 11 11 TON 3 $3,000.00 $9,000.00 14 3311.0141 6" Water Pipe (PVC C-900) 33 11 12 LF 40 $30.00 $1,200.00 15 3311.0241 8" Water Pipe (Ductiie Iron Pipe) 33 11 10 LF 120 $40.00 $4,800.00 16 3311.0241 8" Water Pipe (PVC C-900) 33 11 12 �F 3,200 $32.00 $102.400.00 17 3312.0001 Fire Hydrant 33 12 40 EA 3 $2,500.00 $7,500.00 18 3312.2001 1" Water Service, Meter Relocation 33 12 10 EA 1 $300.00 $300.00 19 3312.2003 1" Water Service 33 12 10 EA 50 $850.00 $42.�00.00 20 3312.3002 6" Gate Valve 33 12 20 EA 3 $800.00 $2,400.00 21 3312.3003 8" Gate Valve 33 12 20 EA 18 $900.00 g16,2o0.00 22 3471.0001 Traffic Control (Addendum #1) 34 71 13 MO 6 $100.00 $600.00 23 9999.0001 Remove and Salvage Air Release Valve (including 02 41 14 EA 1 $500.00 appurtenances) $500.00 24 9999.0002 Temporary Water Service (4" for Fire Line - Macie 33 04 30 LS 1 $1,000.00 Avenue) $1.000.00 SUBTOTAL (WATER IMPROVEMENTS) $229,470.00 UNIT IB SANITARY SEWER IMPROVEMENTS 25 0241.2012 Remove 6" Sewer Line 02 41 14 LF 55 $1.00 555.00 26 0241.2201 Remove 4' Sewer Manhoie 02 41 14 EA 1 $500.00 $500.00 Z� 3201.0400 Temporary Asphalt Paving Repair (2" Type D HMAC on 32 01 1 S LF 65 Min. 6".Compacted Flex Base Per Detail STR-030) $8.00 $520.00 28 3301.0001 Pre-CCN Inspection 33 01 31 LF 55 $4.00 �220.00 29 3301.0002 Post-CCTV Ins ection 33 01 31 LF 55 �3.00 �165.00 30 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 1 $500.00 $500.00 31 3305.0109 Trench Safety (5' & Greater Depth) 33 05 10 LF 65 $5.00 �325.00 32 3331.4115 8" Sewer Pipe (PVC SDR-35) 33 31 20 LF 55 $45.00 $2.475.00 33 3339.1001 4' Manhole 33 39 20 EA 2 $3,000.00 $6,000.00 SUBTOTAL (SANITARY SEWER IMPROVEMENTS) $10,760.00 CI"CY OF FORT WORTH STAIv'DARD CONSTRUCTION SPECffICATiON DOCUMENTS Form Revised ZOi 10627 Copy of 00 4i 00_00 42 43_00 43 13_00 43 ?7_Bid Form-Proposai-Bond_Vendor Compli;uue 00 42 43 BID PROPOSAL 2 of 2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Infom�ation Bidder's Proposal Bidlist Item Specificarion Unit of Description Section No. Measure Bid Quanrity Unit Price Bid Value No. UNIT 11 PAVING AND DRAINAGE IMPROVEMENTS 34 0241.0100 Remove Sidewalk 02 41 13 SF 4,000 $1.00 $4.000.00 35 0241.0200 Remove Step 02 41 13 SF 120 $3.00 $360.00 36 0241.0300 Remove ADA Ramp 02 41 13 EA 8 $200.00 $1,600.00 37 0241.0401 Remove Concrete Drive 02 41 13 SF 6,000 $2.00 $12.000.00 38 0241.0402 Remove Asphalt Drive 02 41 13 SF 6,400 $1.00 $6.400.00 39 0241.0500 Remove Fence 02 41 13 LF 400 $3.00 $1,Lo0.o0 40 0241.0700 Remove Mailbox 02 41 13 EA 1 $500.00 $500.00 41 0241.1000 Remove Conc Pvmt 02 41 15 SY 400 $4.00 $1.600.00 42 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 3,600 $2.25 Ss,100.00 43 0241.1506 2" Surface Milli�g 04 41 15 SY 310 $10.00 $3,100.00 44 3110.0101 Site Clearing 31 10 00 LS 1 $500.00 $500.00 45 3110.0102 6"-12" Tree Removai 31 10 00 EA 7 $300.00 $2,100.00 46 3110.0103 12"-18" Tree Removai 31 10 00 EA 6 $600.00 $3,600.00 47 3110.0104 18"-24" Tree Removal 31 10 00 EA 8 $1,000.00 �8.000.00 48 3110.0105 24" and Larger Tree Removal 31 10 00 EA 6 $1,100.00 $6,600.00 49 3123.0101 Unclassified Excavation 31 23 16 CY 3,000 $9.00 $27.000.00 50 3125.0101 SWPPP z 1 acre 31 25 00 LS 1 $4,500.00 �4,500.00 51 3211.0112 6" Flex Base, Type A, GR-1 32 11 23 SY 25 $25.00 $625.00 52 3211.0400 Lime 32 11 29 TN 220 $160.00 $35 �00.00 53 3211.0502 8" �ime Treatment (36 Lbs/SY) 32 11 29 SY 12,200 $3.00 �36,600.00 54 3212.0401 HMAC Transition (Type D Min 2" Depth) 32 12 16 TN 40 $150.00 �6.000.00 55 3213.0102 7" Conc Pvmt (3600 PSI Concrete) 32 13 13 SY 11,300 $34.00 $38� 200.00 56 3213.0301 4" Conc Sidewalk 32 13 20 SF 20,400 $2.65 $54,060.00 57 3213.0401 6" Concrete Driveway 32 13 20 SF 14,400 $6.50 $93,600.00 58 3213.0501 4' Barrier Free Ramp, Modified Type D(Diagonal) 32 13 20 EA 25 $900.00 �22.500.00 59 3216.0102 7" Conc Curb and Gutter 32 16 13 LF 100 $25.00 $2.500.00 60 3217.0101 6" SLD Pvmt Marking HAS (W) (at Macie and Azle) 32 17 23 LF 80 $6.00 $480.00 61 3217.0401 18" SLD Pvmt Marking HAE (W) (at Macie and Azle) 32 17 23 LF 14 $10.00 $140.00 62 3231.0121 4' Chain Link, Aluminum 32 31 13 �F 200 $12.00 $2,400.00 63 3231.0131 4' Wrought Iron Fence 32 31 13 LF 100 $25.00 $2.500.00 64 3231.0412 6' Fences, Wood 32 31 29 �F 100 $10.00 $1.000.00 65 3232.0100 Conc Ret Wali with Sidewalk (Face of Wall) 32 32 13 SF 1,340 $9.00 $12.060.00 66 3291.0100 Topsoii 329119 CY 1,400 $1.00 �1,400.00 67 3292.0100 Block Sod Placement 32 92 13 SY 8,300 $1.25 �10375.00 68 3292.0400 Seeding, Hydromulch 32 92 13 SY 100 $4.00 �400.00 69 3441.1301 LoopDetectorCableSawcut 344110 LF 220 $5.00 $1,100.00 70 3441.1302 14 AWG Loop Detect Cable 34 41 10 LF 220 $8.00 $1,760.00 71 3471.0001 Traffic Control (Addendum #1) 34 71 13 MO 8 $100.00 $s00.00 72 9999.0003 Conc Ret Wall with Driveway (Face of Wall) 32 32 13 SF 80 $16.00 $1,2so.00 73 9999.0004 Concrete Steps General Notes SF 140 $10.00 $1.400.00 74 9999.0005 Replace/Reconstruction of Mailbox (NW 23rd Str) General Notes EA 1 $500.00 $500.00 75 9999.0006 4" Conc Sidewalk with bars at 12" OCEW 32 32 13 SF 3,000 (Retaining walls) $4.00 $12,000.00 76 9999.0007 Concrete Retainin Wall 32 32 13 SF 60 9 Detail-Sheet 22 $45.00 $2,700.00 SUBTOTAL (PAVING AND DRAINAGE IMPROVEMENTS) ^�778,740.00 Bid Summary WATER IMPROVEMENTS U1VIT IA $229.470.00 SANITARY SEWER IMPROVEMENTS lJNIT IB $10,760.00 PAVING AND DRAINAGE IMPROVEMENTS UNIT II $778.740.00 Total Bid $1,018,970.00 CITY OF FORT WORTH STANDARD CONS'IRUCTION SPECffICATION DOCUMENTS Fortn Revised 20110627 Copy oC00 41 00_00 42 43_00 43 13_00 43 37_Bid Fortn-Proposai-Bond_Vendor Compliance i • � � � DESCRIPTION SIZE FITTING ACCESSORY UNIT QUANTITY TOTAL Inches WEIGHT WEIGHT WEIGHT WEIGHT Crosses 6" 160 64 224 0 8" 235 100 335 4 1340 8"x6" 205 82 287 � 8"x4" 185 70 255 0 10" 380 '6 20 500 � 10"x8" 310 110 420 0 10"x6" 285 92 377 0 10"x4" 260 80 340 0 12" 655 160 815 0 12"x10" 4�60 140 600 � 12"x8" 385 130 515 � 12"x6" 360 112 472 0 12"x4" 34-0 100 440 � 16" 895 220 1115 � 16"x12" 685 190 875 � 16"x10" 6�5 17Q 815 � 16"x8" 675 3 60 835 � 16"x6" 650 142 792 0 16"x4" 575 130 705 � Tees 4" 75 30 105 � 6"x4" 109 42 151 � 6" 120 48 168 � 8" 180 75 255 � 8"x4" 155 60 215 � 8"x6" 165 60 225 4 900 8"x8" 195 60 255 1 255 10" 250 90 340 � 10"x8" 260 85 345 � 10"x6" 250 76 326 � 10"x4" 235 70 305 � 12" 410 120 530 � 12"x10" 390 i 10 500 � 12"x8" 340 105 445 � 12"x6" 325 96 421 � 12"x4" 3�5 90 405 0 16" 74-0 � 65 905 � 16"x12" 660 150 810 � 16"x10" 645 i40 785 � 16"x8" 625 135 760 � 16"x6" 6� 5 i 26 741 0 16"x4" 600 120 720 � Reducers 6"x4" 60 26 86 � 8"x6° 95 41 136 9 1224 8"x4" 8Q 35 115 � 10"x8" 135 55 190 � 10"x6" 115 46 161 0 � • � c c DESCRIPTION SIZE FITTING ACCESSORY UNIT QUANTITY TOTAL Inches WEIGHT WEIGHT WEIGHT WEIGHT 10"x4" 105 40 145 0 12"x10" 190 70 260 � 12"x8" 165 65 230 � 12"x6" 150 56 206 � 12"x4" 135 5Q 185 � 16"x12" 325 95 420 � 16"x10" 3d0 85 385 � 16"x8" 270 80 350 � 16"x6" 25Q 71 321 � Plugs 4" 15 10 25 � 6" 25 16 41 � 8" 45 25 70 � 10" 65 30 95 � 12" 85 40 125 � 16" 150 55 205 � Bends 4" - 11'/4 50 20 70 � 4" - 22'/z° 50 20 70 0 4" - 45° 50 20 70 � 4" - 90° 55 20 75 0 6" - 11'/4 75 32 107 � 6" - 22'/2° 75 32 107 0 6" - 45° 75 32 107 � 6" - 90° 85 32 117 0 8" - 11'/4° 110 50 160 � 8" - 22'/2 110 50 160 � 8" - 45° 1'! 0 5Q 160 93 2080 8" - 90° 125 5Q 175 � 10" - 11'/4° i 60 60 220 � 10" - 22'/2 160 60 220 � 10" - 45° i 55 60 215 � 10" - 90° 190 60 250 � 12" - 11'/4° 220 80 300 � 12" - 22'/2° 220 �0 300 � 12" - 45° 2� 5 80 295 � 12" - 90° 255 8Q 335 � 16" - 11'/4 385 110 495 � 16" - 22'h° 385 110 495 � 16" - 45° 380 110 490 � 16" - 90° 490 110 600 � TOTAL WEIGHT(LBS): 5799 TOTAL WEIGHT(TON): 2.9 � 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 7 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 r 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 nonresidenYs principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of State Here or Blank , our principal place of business, are required to be % Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State Here or Blank , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. � BIDDER: Company: Conatser Construction TX, LP Address: PO Box 15448 Fort Worth, Texas 76119 By: Brock Huggins � (Signa Title: Vice President Date: L � � i ` �- I � � r--- L � END OF SECTION 9/20/2012 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Foim Revised 20110627 Copy of 00 41 00_00 42 43_00 43 13_00 43 37_Bid Fortn-Proposal-Bond_Vendor Compliance 00 45 ll - 1 BIDDERS PREQUALIFICATIONS Pagc 1 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary. All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder Prequalification Application in accordance with the requirements below. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven (7) days prior to the date of the opening of bids. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31st day of March in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's Prequalification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The firm's Texas Taxpayer ldentification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.�.us/taxpermit/ and fili out the application to appiy for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DIJNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DLTNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. Z. Prequalification Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised July 1, 2011 ?008 C/!' h'ei�hborhood Street I'roject Cin� Piroject No. 0116: 004511 -2 BIDDERS PREQUALIFICATIONS Pagc Z of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 L•" (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, eorporation, or limited liability company. (4) Financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or (2) express a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (8) The financial statement must be prepared as of the last day of any month, not more than one year old and must be on file with the City 16 months thereafter, in accordance with Paragraph l. (9) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplying the positive net working capital (working capital= current assets — current liabilities) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falls within the time a new financial statement is being prepared, the previous statement shall be updated with proper verification. Bidder Prequalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes of construction and maintenance projects. Incomplete Applications wi11 be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "N/A" should be inserted. (2) A minimum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd July l , 20ll 3008 ClI�.Neigbl orhaod S�rect Project Cin�Projec•tN<�. (11=6_ 1 2 3 4 5 6 7 8 9 004511-3 BIDDERS PREQUALIFICATIONS Pagc 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. � -1 � ; � CITY OF FORT WORTH STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS Reviscd July 1, 2011 ?C�OR C!P Nei�hT�arhood .S�reet I'r�jecr Citv Project No. Ol _ h? 00 45 12 - 1 PREQUALIFICATION STATEMENT Pagc 1 of 1 2 3 4 5 6 7 8 SECTION 00 45 12 PREQUALIFICATION STATEMENT �Te.xt iy� Blafe is fo�- il�Joryrlatioia vf- gzridancc�. Renz�ve all 1 lire te.�t ir� tl7e p�oject fincrl doci.maei�t.J Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractars whom they intend to utilize for the major wark type(s) listed. [Wof /c Tvpes listed belolv �nirst j�7atch tlzose listec� irT 00 � 1 00, Bid Fof-nr] Major Work Contractor/Subcontractor Company Name Tvne D� 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 � L �1�� Q�� a Prequalification Expiration Date (� �{ D�IC�S The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: l,DY1G--�,� Y�.� S��-�- C� i��L �By: ,r'QC�K Company (Please Prin �P• o- �o �( �5�--i �-%f5 Address �� w0� -��► �X � (� I l�l City/State/Zip Sib ature: ` Title: V �� ` � I (�V��i � � (Please Print) Date: V— `_ I� - 1 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd July l, 2011 ?OOR C/P Nei„hhorh�od Street 1'roject CiN Proje�t .No. 012h? S C 45 13 BIDDER PREQiJAI,IFICA'I'ION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box Street Address (required) Telephone 0 Mark only one: Individual Q Limited Partnership Q General Partnership Corporation Q Limited Liability Company City State Zip Code City State Fax Area Code Number Area Code Number Zip Code E-mail Address Texas Taxpayer ldentification No. Federal Employers Identiiication No. DLTNS No. (if applicable) MAIL THIS QUESTIONNAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARI� THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 004513-2 B[DDER PREQUALIFICATION APPLICATION Page Z of 8 BUSINESS CLASSIFICATION The followmg should be completed in order that we may properly classify your firm. (Check the block(s) which are applicable - Block 3 is to be left blank if Block 1 and/or Block 2 is checked) �has fewer than 100 employees and/or �has less than $6,000,000.00 in annual gross receipts OR �does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes �,Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CCTV, 42-inches and smaller CCTV, 48-inches and smaller Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller CI"CY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED (INSGRT REVL510N DATC] 004513-3 SIDDGR PREQUALIFICATION APPLICATION Page 3 of 8 I . ,�� ,�� ,� �; Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smailer Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches and smaller Sewer Cleaning , 42-inches and smaller Sewer Cleaning , All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons Ali Sizes Transportation Public Works 'aving Construction/Reconstruction (LESS THAN 10,000 square yards) 'aving Construction/Reconstruction (10,000 square yards and GREATER) 'aving Heavy Maintenance (UNDER $1,000,000) 'aving Heavy Maintenance ($1,000,000 and OVER) Paving Construction/Reconstruction (LESS THAN 10,000 square yards) Paving Construction/Reconstruction (10,000 square yards and GREATER) and Pedestrian Lighting CITY OF FOKT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED [1NSG[2T REViS10N DATE] 00 45 13 - 4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 l. List equipment which you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present business name? List previous business names 3. How many years experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub-Contractor? 4. *What projects has your organization completed in Texas and elsewhere? LOCATION NAME AND DETAILED CONTRACT CLASS OF DATE CITY-COLTNTY- ADDRESS OF OFFICIAL AMOUNT WORK COMPLETED STATE TO WHOM YOU REFER * If requalifying only show work performed since last statement. If so, where and why? complete a contract? If so, state the name of individual, other organization and reason. CI"CY OF FORT WORTH STANDARD CONSTRUCTION SPBCIFICATION DOCUMENTS REVISED July 1, 2011 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 7. Has any officer ar owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of individual, name of owner and reason. 8. In what other lines of business are you financially interested? 1 l. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? YEARS OF PRESENT POSITION CONSTRUCTION MAGNITUDE AND NAME OR OFFICE EXPERIENCE TYPE OF WORK 1N WHAT CAPACITY CITY OF FORT WORTH � STANDARD CONSTRUCTlON SPECIFICATION DOCUMENTS R�VISED July l, 201 I 004513-6 BIDDER PR�QUALIFICATION APPLICATION Page 6 of 8 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CORPORATION SLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: ` State of Incorporation State of organization Date of Incorporation Date of organization Charter/File No. Is partnership general, limited, or registered limited liability partnership? President �� Vice Presidents � File No. (if Limited Partnership) General Partners/Officers: Limited Partners (if applicable): Secretary Treasurer LIMITED LIABILITY COMPANY BLOCK If an LLC: Individuals authorized to sign for partnership: �� State of Incorporation: Date of Organization: File No. Officers or Managers (with titles, if any): - Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, piease attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July l, 20l 1 004513-7 BIDDER PR�QUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ TOTAL BALANCESHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL Similar types of equipment may be lumped together. lt your tirm has more tnan su types or equlpmeni, you may snuw «�c;�c 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July l, 301 I 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 : 1 1 ''' � � 1� STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as wall as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing stsatement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name Signature: Sworn to before me this day of , Notary Public -- Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS REVISED July l, 201 ] 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certiiies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 01263. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Conatser Construction TX, LP By: Brock Huggins Company (Please Print) PO Box 15448 Signature: /.%%�� -- Address Fort Worth, Texas 76119 Title: Vice President City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared Brock Hug�ins , lrnown to me to be the person whose name is subscribed to the foregoing instrument, and aclrnowledged to me that he/she executed the same as the act and deed of Conatser Construction TX, LP for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this � day of �Q�,f.��:34 � , 20 I �-- , Vl.� \� Notary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 ,,,��,,,, �: ��^''�i'- VICKI L. OLSON ::': " .'' '.' _ _ Notary Public, State of Texas " ' �.e My Commission Expires ��' '�'� November 12, 2013 ,. r'••'E .,�Ea��. 2008 C!P iVeighborhood Sti•ee! Project City Project No. 01263 00 45 39 - I MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL PaDc 1 of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 SECTION 00 45 39 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is $50,000 ar more, the M/WBE goai is applicable. If the total dollar value of the contract is less than $25,000, the M/WBE goai is not applicable. PO�ICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Susiness Enterprise Ordinance apply to this bid. E PROJECT GOAL The City's M/WBE goai on this project is I S% of the total bid (Base bid applies to Parks and Community Services). COMPLIANCE TO BII) SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non-responsive. Any questions, please contact the M/WBE Office at (817) 212-2674. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the fo times allocated, in order for the entire bid to be considered responsive to the specificatiol 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPCCIFICATION DOCUMENTS Revised [Iyise�7lZc��isir��7 DateJ ?OOR C!P Neigl�boY�hood Street Pr�oject Ciry Pr•ojecl No. 01:63 00 52 43 - 1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on �AN O�i 2013 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 Conatser Construction TX, LP, 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 l. 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 16 2 'ater 17 Citv ProJect No. 01263 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 365 days after the date when the 24 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 25 3.3 Liquidated damages 26 27 28 29 30 31 32 33 34 35 Contractor recognizes that time is of the essence of this Agreement and that City will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City Four Hundred and Twenty Dollars ($420.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 ZDOS CIP Neighba-hood Street Project. Contract 2B Citv Project No. 01263 00 52 43 - 2 Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 City agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of One Million Eighteen Thousand, Nine Hundred 39 Seventy and 00/100 Dollars ($1,018,970.00). 40 Article 5. CONTRACT DOCITMENTS 41 5.1 CONTENT'S: 42 43 44 45 46 47 48 49 50 51 52 53 S4 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 A. The Contract Documents which comprise the entire agreement between City and Contractor conceming the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non-Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specifzc) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond £ Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MWBE Commitment Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 2008 CIP Neiglzborhood Street Project. Contract 2B Citv Project No. 01263 00 52 43 - 3 Agreement Page 3 of 4 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 Article 6. INDEMNIFICATION 6.1 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 specificallv intended to operate and be effective even if it is alleged or proven that all or some of the dama�es being sought were caused, in whole or in part, bv anv act, omission or ne�ligence 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. 6.2 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 specificallv intended to operate and be effective even if it is alleged or proven that all or some of the damages bein� sou�ht were caused, in whole or in part, bv anv act, omission or ne�li�ence of the citv. Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 98 have the meanings indicated in the General Conditions. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the City. 102 73 Successors and Assigns. 103 City and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon CTTY and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the i 14 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH 2OOS CIP Neighborhood Street Project. Contract ?B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Citv Project No. OL363 Revised November 09, 2011 � r ■� 00 52 43 - 4 Agreement Page 4 of 4 115 7.6 Other Provisions. 116 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 117 classified, promulgated and set out by the City, a copy of which is attached hereto and 118 made a part hereof the same as if it were copied verbatim herein. 119 7.7 Authority to Sign. 120 121 122 123 124 125 126 127 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Conatser Construction TX, LP Contractor: 5327 Wichita St Ft Worth, Texas 76119 . � • � :� � , � ,�{�a: Brock Hu�gins, Vice President of Conatser M�mt Group, Inc, G.P. (Printed Name) Title: Address: City/State/Zip: Date 128 129 130 131 132 133 134 135 136 137 �� i�� 1'f"�f �iLCI�IETARIf '� YIIO�t'fH� 7'X City of Fort Worth By: �,�-_. Fernando Costa Assistant City Manager � Date / /,.,3 Attest: ! � ��,�� ,��`> ��_ -- � � , �1�Iary 7. ser, .�, .p.'0'�4 �� City cretary a �� °OOp� (Seal) � ��°,� �� M&C � " � (� �; �/ `r Date: / � � � % u C� roved as to Form and Legality: _ ;� , ,l . Douglas � . Black Assistant City Attorney APPROVAL RECOMMENDED: � r� � � � ��`'� Douglas W�' �� 'iersig, P.E. DIRECTOY�, ' Transportation and Public Works Department � � �� : CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 1008 CIP R�eighba-hood Street Pr-oject. Contract ?B Citv Project No. 01263 006113-1 PERFORMANCE BOND Page ( of 2 Bond No: 022041493 1 2 3 4 5 6 7 SECTION 00 61 13 PERFORMANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT § § KNOW ALL BY THESE PRESENTS: § 8 That we, Conatser Construction TX, LP, laiown as "Principal" herein and g Libert.y Mutual Insurance Campanv , a corporate surety (sureties, if more than i O one) duly authorized to do business in the State of Texas, lrnown as "Surety" herein (whether one 11 or more), are held and fimily 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, One Million Eighteen 13 Thousand Nine Hundred Seventv and 00/100 Dollazs ($1,018,970.001, lawful money of the 14 United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum 15 well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and __ __ 16___-- assigns; jointly and severally; firnily by these presents�--_ _._ __.___ __ . . ._ .___. „_.___ .. .---- _ _ __ __------- _ 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the da of 20 , which Contract is hereb referred to and 19 made a part hereof for ll purpose� ly 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 2008 CIP Neighborhood Street Project, 22 Contract 2B, City Project No. 01263 23 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and 26 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 27 specifications, and contract documents therein referred to, and as well during any period of 28 extension of the Contract that may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full force and effect. 30 31 PROVIDED FURTI3ER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northem District of Texas, Fort 32 Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP,'�'eighborhood Street Project. Co�rtract ?B Citv Prq�ect No. 011h3 00 61 13 - 2 PERFORMANCE BOND Page 2 of 2 1 Z 3 4 5 6 7 8 9 �o 11 12 13 14 15 16 17 18 19 20__ 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the day of , 20 ATTEST: (Principal) Secretary Witness as to Principal O� ��G��'G�%� Witness as to Surety Nikki L. Adams SURETY: Liberty Mutual Insurance Caim�v B � ignature Glenna S. Davis Attorney-in-Fact Name and Title Address: 175 Berkeley Street Boston. MA 02117 Telephone Number: 972-233-9588 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 PRINCIPAL: Conatser Construction TX, LP BY: J � Signature Brock Huggins, VP of Conatser Manageu�nt Group, Inc., GP Name and Title Address: P• 0. Bo�� 15448 Fort Worth, TX 76119 1008 CIP 1Veighborhood Street Project. Contract ?B Citv Project No. 0l263 00 61 14 - 1 PAYMENT BOND Page 1 of 2 Bond No : 0224'+ 1493 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 61 14 PAYMENT BOND § § KNOW ALL BY THESE PRESENTS: § That we, Conatser Construction TX LP known as "Principal" herein, and Libertv Mutual Insuranee Cac�any , a corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal sum of One Million Eighteen Thousand Nine Hundred Seventv and 00/100 Dollars �$1,018,970.001, lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firrnly by these presents: _ _.�_ . _. __ ._.. _ --.__ _ . -- . _ .... ______ �__ _ ___._ ._e_ _ . _ ..___ _. _ .__._ _ _ _..___ _ __. _._ ___.____ _--_�._ __. __.__ -----. __. _ ._ _.- 16 WHEREAS, Principal has entered into a certain written Contract with City, awarded the - 17 day of ,J,Ajv Q� ZQ�� 20 , which Contract is hereby referred to and made a part 1 S hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and 19 other accessories as defined by law, in the prosecution of the Work as provided for in said --- 20 Contract and designated as 2008 CIP Neighborhood Street Project, Contract 2B, City Project 21 No. 01263 22 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended} in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full - 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. CITY OF FORT WORTH 2O08 CIP:Yeighborhaod Street Project. Contract ?B STANDARD CONSTRUCTION SPECIFICATION DOCUMEIVTS C'itv Project No. 0l263 Revised July l, 2011 00 61 14 - 2 PAYMENT BOND Page 2 of 2 1 2 3 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the iAN 0 � 2013 , Zo day of PRINCIPAL: Conatser Constructian TX, LP 5 6 7 8 9 10 11 12 ATTEST: (Principal) Secretary /�� Witness as to Principal I:�MII�.� (Surety) Secretary �� Witness as to Surety Niklci L. Adams � BY: Signature Brock Huggins, VP of Conatser Management Group, Inc., GP Name and Title Address: P. 0. Box 15448 Fort Worth, TX 76119 SURETY: ___. _._.. .__._ __..__ Liberty Mutual Insurance Campany BY Signa e Gle S. Davis Attnrne��—i n—FaCY Name and Title Address: l75 Berkelev Street. Boston. r�A o21 �� Telephone Number: 972-233-9588 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION � CITY OF FORT WORTH 1008 CIP Neighborhaod Street Project. Contract 3B STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS Citv Project No. O1263 Revised July 1, 2011 00 61 19 - 1 MAINTENANCE BOND Page 1 of 3 Bond No : 0220!+ 1493 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TA.RRANT 7 § § KNOW ALL BY THESE PRESENTS: § S That we Conatser Construction TX, LP, lrnown as "Principal" herein and 9 Liberty Mutual Insurance Company , a corporate surety (sureties, if more than 1 O one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as "City" herein, in the sum of One Million 13 Eighteen Thousand Nine Hundred Seventv and 00/100 Dollars ($1,018,970.00), lawful money of 14 the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum 15 well and truly be made unto the City and its successors, we bind ourselves, our heirs, executors, 16 administrators, successors and assigns, jointly and severally, firnzly by these presents. __ 17_. _ . _ __ _ . _ _ . _.. _ ,__ _ .__-- _ _ . ___.. 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 VV�IEREAS, the Principal has entered into a certain written contract with the City awarded the day of .IAN il !� 2013 20 , which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to fumish all materials, equipment labor and other accessories as defimed by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said contract and designated as 2008 CIP Neighborhood Street Project, Contract 2B, City Project No. 01263 ; and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in ma.terials or worlananship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the City of the need therefore at any time within the Maintenance Period. NOW THEREIEORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, �then this obligation shall become null and void; otherwise to remain in full force and effect. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SECTION 00 61 19 MAIN'TENANCE BOND 10U8 CIP Iveighborhooct Street Project. Conrract 2B Citv Project No. 01263 00 61 19 - 2 MAINTENANCE BOND Page 2 of 3 1 2 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 3 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 4 be repaired and/or reconstructed with all associated costs thereof being bome by the Principal and 5 the Surety under this Maintenance bond; and 6 7 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in S Tairant County, Texas or the United States District Court for the Northem District of Texas, Fort 9 Worth Division; and 10 i l PROVIDED FURTHER, that this obligation shall be continuous in nature and 12 successive recoveries may be had hereon for successive breaches. 13 14 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 ZD08 CIP :Veighborhood Street Project. Contract ?B Citv Project Na. 012b3 00 61 19 - 3 MAINTENANCE BOND Page 3 of 3 � 1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 L �� IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the day of 20 ATTEST: (Principal) Secretary Witness as to Principal ATTEST: PRINCIPAL: Conatser Conatruction TX, I�' BY: � Signature Brock Huggins, VP of Conatser Management Group, Inc., GP Name and Title Address: P. 0. Box 15448 ForY W�rth� TX 7h119 SURETY: _ _ __.. .__ __ _ _ _ _ _..._ _. . _ Libertv Mutua.l Insurance Comp.anv B . ignature Glenna S. Da�is At.tiorney—in—Fact Name and Title Address: 175 Berkeley Street. (Surety) Secretary RoGton, MA 02 ] 17 ��.�� I . L1��1�/� Witness as to Surety Telephone Number: 972-233-9588 Nikki L. Ad�ns *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation_ If Surety's physical address is different from its mailing address, both must be provided. T'he date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Z008 CIP Neighborhood Street Project. Coritract ?B Citv Project No. 01?b3 F THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authorityto bind the Company except in the manner and to the extent herein stated. �Certificate No. sssioss , American Fire and Casualty Company Liberty Mutual Insura�ce Company The 0hio Casualty 1nsu�ance Company Peerless Insurance Company WestAme�ican Insurance Company � POWER OF ATTORNEY KNOWNALL PERSONS BYTHESE PRESENTS: ThatAmerican Fire & Casualty Companyand The Ohio Casualty Insurance Company are corporations duly organized underthe laws of ! the State of Ohiq that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts; that Peerless Insurance Company is a corporation � � duly organized unde� the laws of the State of New Hampshire, and West American Insurance Company is a corporation duly organized under the iaws of the State of Indiana (herein collectively called the "Companies"), pu�suant to and by aut6ority herein set forth, does hereby name, constitute and appoint; Carolyn Ma�iPs; .athy Vincon;Slenna S � �avis: Grp�A. Wilkerson: John R. Wilson � ail of the city of Fort Worth - , state of TX each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as suretyand as itsact and deed, any and all undertakings� bonds, �ecognizances and other surety obiigations; in pursuance of these presents and shali � be as 6inding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. � INWITNESSWHEREOF,thisPowerofAttorneyhasbeensubscnbedbyanauthorizedofficerorofficialoftheCompaniesandthecorporatesealsoftheCompanieshavebeenaffxedtheretothis 28th day of September � 2012 , ' � American Fire and Casualty Company ' � .w ��S�fi1R°,r`�a.�� ti.,i�_,�,'*lt . ti.�'i'istrR�, . ,��aki��tr� : �3P�°Ct�I . N ,�`��, � � ��,^-� 4 � �--�"`�' �, ��• �'� �� `�,� The 0hio Casualty lnsurance Company N � o �' �J ��_ ��;� � a � �f �~ �� =� r i� � r ``�" b � �� 1� � Libe Mutual Insu�ance Com an m i .� � P � `- �. { � w a��ag x a � � � ? � � ° � r F t �Y P Y z � n �� `` �� '�^° �� ' �� ' � Pee�lessinsuranceCom an = � �� c° °�� "� � , r� �� 1�� t t t -�� r�� `>-��. P Y - ' _ ' � '� � � � ° ^�, � � " � � � � ' � fi` x "% � � West American Insurance Com an � �., � �, , a� �� -,,\._ �-`� ��.�..--� ��`�`�, �e � P Y .� � .. � . „ � _ �.t� ,�� °�«�;`:.w,.� ��t>�� ;�� _ ,Q m ` �, � = By' c=C � Gregory W. Davenport, Assistant Secretary = � L STATE OF WASHINGTON ss 3� COUNTY OF KING � O � v d On this 28th day of September , 2012 , before me personally appeared Gregory W. Davenport, who acknowledged himself to be the Assistant Secretary of American Fire and �,W j� Casualty Company, Li6erty Mutual Insurance Company, The Ohio Casualty Company, Peerless Insura�ce Company and West American lnsurance Company, and that he, as such, being d u� authorized so to do, execute the foregoing instrument for the purposes therein contained bysigning on behaif of the corporations by himseif as a duly autho�ized officer. �-Q �� IN WITNESS WHEREOF,1 hav2 hereunto subscribed my name and affixed my notarial seal at Seattle Washington, on the day and year first above written. Q M . .... � Y . .� .: � . . _ .y `:; � � j i .ti t� gY� �� d C "' s. r" KD Riley , Not Public 3� � �., � � ' � � � : \ .....�WI .:.� .�.�� .. �..,� ; �" . �. �N� = L This Power ofAttorney is made and executed pursuant to and by autfiority of the following By-laws andAutRorizations ofAmetican Fire and Casualty Company, The Ohio Casualtylnsurance � o �� Company, LibertyMutual Insurance Company, WestAmerican Insurance Company and Peerless Insurance Company, which resolutions are now in full force and effect reading as follows: o� �L - � � a> ARTICIE IV- OFFICERS - Section 12."Power ofAttorney. Any officer or other official of the Corporation authorized for that purpose in writing by tfie Chairman or the President, and subject A d j c to such iimitation as the Chairman or the President may prescribe, shali appoint such attorneys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute; seal; � 3 :� acknowledge and deliver as surety any and aiCundertakingsbonds, recognizances and other surety obligations.-Such attomeys-in-fact, subjecttothe limitatio�s setforth intheir respective '� d I�- +r powers of attorney, shail have fuil powe� to bind the Co�poration by their signature and execution of any sucfi instNments and to attach thereto the seal of the Corporation. When so >� '� L executed, such instruments shail be as binding as if signed by the Presidentand attested to by the Secretary: Anypower or authority granted to a�y representative orattomey-in-fact under d� � v the provisions of this article may be revoked at any time by the Board, #he Chairman, the President or by the o�cer or officers granting such power or authority. w N o C � ao �,; i ARTICLE XIII - Execution of Contracts - SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose inwriting bythe chairman or the president, ;� � IZ v and subject to such limitationsas the chairman o� thepresident may p�escribe,shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, o 0 seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact su6ject to the limitations set forth in their v r- respective powers of attorney, shall have full power to bind the Company by their signatu�e and execution of any such i�str�ments and to attach tfiereto the seal of the Company. When so � �° � executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation = The President of the Company, acting pursuant to the Bylaws of the Company, authorizes Gregory W. Davenport, Assistant Secretary to appoint such attomey-in-fact as may be necessary to act on behalf of the Companyto make; execute; seal; acknowledge and deliver as surety any and ali undertakings, bonds, recognizances and other ° ' surety obligations. � Authorization - By unanimous consent of the Company's Board of Directors, the Company consents tNat facsimile or mechanically reproduced signature ofany assistant secretary of the Company, wherever appearing upon a certified copy of anypower of attorney issued by the Company in connec6on with surety bonds,"shali be valid and biding upon the Company with the same force and effect as though manuallyaffixed. = � i, David M. Carey, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutuai I�surance Company, West American Insurance Company and Peerless Insurance Company do hereby certify that the originaF power of attorney of which the foregoing is a fuil, tNe and correct copy of the Power of Attomey executed by said Companies; is in fuli force and effect and has not been revoked. J p N Q p 2013 � IN TESTIMONY WHEREOF;1 have hereunto set my hand and affixed the seals of said Companies this day of H � , 20 � z��;� �t�� sb� �, �,� �a�rt; ��' , � �.� �� e�s L g �� f ��f`r {--rs�,� r$'`"��'"��W �.. $i��'\� � �5�.--.--^�.,,��., :� �a��,r--- �',y�� /J .. ��e r ��c2<�µ`� ��t aR�� `� ¢`�j t� t��i � "�, '' �� ,� "��i� � � �i � e�r� ��e� �: �o�. °''��`� ;!�� ;�� ? s' �� B � � � s,r �°� ;�� s ��' ��. f� � � �� p �,� ��; �r �� %� � y David M. Carey, Assistant Secretary @^� �t;s&� .� a �� .r 4- �k'°�f � � aA° ��4� ,�' � o �\ y-- '�,q�� .. '�C3'Y �Gh� �'d . �' �;, �,�' � `�i',( ,:;<c to�` :a�,_ �� . N��er ..�„ CA POA-AFCC, �MIC, OCIC; PIC & WAIC � LMS_12873_041012 90 Of 500 ,.� ��b� � �.�tLa �l ,„ , „ , TO OBTAlfV INFORMATION OR TO MAKE A COMPLAINT: You may write to Liberty Mutuai Surety at: __ Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or compiaints at: 1-800-252-3439 You may write the Texas Department of insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://vWwv+�.tdi.stat�.tx.u� -- E-mail: ��^�urr�rProi�ct��n ,t�i._�t�te.tx.us Prerniurr� or Ciaim Disputes Should you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of insurance. Attach ihis Notice To Your Policy: This notice is for information only and does not become a part or condition of the �attached document. LMIC-3500 Page 1 of 2 Rev. 7.1.07 �''�! . �.�� •.; � � ' ��- � �; '' � � '•' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: Novcmbcr 9, 2011 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT ,.; ; � � Page Article 1— Defmitions and Terminology ..........................................................................................................1 1.01 Defined Terms ........................................................................................................•---......----.........1 1.02 Terminology ..................................................................................................................................6 Article2— Preliminary Matters ...............•----.......-----......---.......----.......------......-----...................----.......---......-----. 7 2.01 Copies of Documents .................................................................................................................... 7 2.02 Commencement of Contract Time; Notice to Proceed ................................................................7 2.03 Starting the Work ..........................................................................................................................g 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 El tr � D t ............................11 . ec omc a a ................................................................................................ Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points ................................................................................................. 4.01 Availability of Lands ........................................................................................................ 4.02 Subsurface and Physical Conditions ................................................................................ 4_03 Differing Subsurface or Physical Conditions ................................................................... 4.04 Underground Facilities .....................................•---........---.......---.................---.......---.......-- 4.05 Reference Points ............................................................................................................... 4.06 Hazardous Environmental Condition at Site .................................................................... Article 5— Bonds and Insurance ........................................................................................................... 5.01 Licensed Sureties and Insurers ......................................................................................... 5.02 Performance, Payment, and Maintenance Bonds ............................................................. 5.03 Certificates of Insurance .............................................................•---.......---.......---.......---.... 5.04 Contractor's Insurance ...................................................................................................... 5.05 Acceptance of Bonds and Insurance; Option to Replace ................................................. Article 6 — Contractor's Responsibilities .............................................................................................. 6.01 Supervision and Superintendence ..................................................................................... CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd: November 9, ZOl l ...-----11 ....----11 ...----.12 ........12 ....----13 ....----14 --......14 ........16 ........16 ..----..16 ........16 ----....18 ........19 ........19 ..----..19 6.02 Labor; Working Hours..-• ..................................................... 6.03 Services, Materials, and Equipment .................................... 6.04 Project Schedule ................................................................... 6.05 Substitutes and "Or-Equals" ................................................ 6.06 Concerning Subcontractars, Suppliers, and Others ............. 6.07 Wage Rates ..........................................................................• 6.08 Patent Fees and Royalties .................................................... 6.09 Permits and Utilities ......................................................•-----• 6_10 Laws and Regulations .......................................................... 6.11 Taxes .................................................................................... 6.12 Use of Site and Other Areas ................................................ 613 Record Documents ............................................................... 6.14 Safety and Protection ........................................................... 6.15 Safety Representative .....................•---.......---........---........---.. ��,�� ' �.�.�� ............................... ............................... .............. ................. ............................... ............................... ............................... ..... . . . ....................... ------------------------------- �� 6_17 Emergencies and/orRectification ............................................ 6.18 Submittals ................................................................................. 6.19 Continuing the Work ................................................................ 6.20 Contractor's General Warranty and Guarantee ....................... 6.21 Indemnification ..-• .................................................................. 6.22 Delegation of Professional Design Services ........................... 6.23 Right to Audit ........................................................................... 6.24 Nondiscrimination .................................................................... Article 7- Other Work at the Site - 7.01 Related Work at Site 7.02 Coordination ............. � ....................... 20 ....................... 20 • ...................... 21 ....................... 21 .................�----. 24 ....................... 25 ....................... 26 ..................•---- 27 ....................... 27 ....................... 28 ....................... 28 ..................... . . 29 ....................... 29 ....................... 30 ....................... 30 ....................... 30 ....................... 31 ....................... 32 ....................... 32 ....................... 33 • ...................... 34 ............................. 34 ---------------------------- 35 ................................ 35 ................................ 35 ----------------------- 36 Article 8 - City's Responsibilities .........................................•-...........---.......----.................---...... 8.01 Communications to Contractor .............................................................................. 8.02 Furnish Data......••• ................••••--.......---.................---........................••••---........__..... 8.03 Pay When Due ....................................................................................................... 8_04 Lands and Easements; Reports and Tests .............................................................. 8.05 Change Orders ........................................................................................................ 8.06 Inspections, Tests, and Approvals ......................................................................... 8.07 Limitations on City's Responsibilities .................................................................. 8.08 Undisclosed Hazardous Environmental Condition ............................................... 8.09 Compliance with Safety Program ....................................................................•---.. Article 9- City's Observation Status During Construction ...................................................... 9.01 City's Project Representative ................................................................................ 9.02 Visits to Site ........................................................................................................... 9.03 Authorized Variations in Work ............................................................................. 9.04 Rejecting Defective Work ........................................................•••----......-----........... 9.05 Determinations for Work Performed ........................................................•---......... 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work --......._ 36 ..---..... 36 .._.......36 ..---..... 36 .....----.36 ...---.... 36 .....----.36 ---....... 37 ..---..... 37 ...---.... 37 ................... 37 ................... 37 .......... ......... 37 ................... 38 ....---.....••----. 38 ................... 38 .................. . 3 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd: Novcmbcr 9, 20ll Article 10 - Changes in the Wark; Claims; Extra Work ........................................................... 10.01 Authorized Changes in the Work .......................................................................... 10.02 Unauthorized Changes in the Work ...................................................................... 10.03 Execution of Change Orders .................................................................................. 10.04 Extra Work ........................................................................................................•---• 10.05 Notification to Surety .........................................................•••---.............................. 10.06 Contract Claims Process.-• .............................................................•---........-----......_ Article 11 - Cost of the Work; A1lowances; Unit Price Work; Plans Quantity Measurement. 11.01 Cost of the Work ...........................................................:........................................ 11.02 Allowances ..................................•---..........---.........---........----.......----........---........---• 11.03 Unit Price Work ..................................................................................................... 11.04 Plans Quantity Measurement ................................................................................. Article 12 - Change of Contract Price; Change of Contract Time ............................................ 12.01 Change of Contract Price ......................................................................................• 12.02 Change of Contract Time ....................................................................................... 12.03 DelaYs ..................................................................................................................... Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work . 13.01 Notice of Defects ..................................................................................................• 13.02 Access to Work ...................................................................................................... 13.03 Tests and Inspections ............................................................................................. 13.04 Uncovering Work ................................................................................................... 13.05 City May Stop the Work ........................................................................................ 13.06 Correction or Removal of Defective Work ........................................................... 13.07 Correction Period ................................................................................................... 13.08 Acceptance of Defective Work .............................................................................. 13.09 City May Correct Defective Work ........................................................................ Article 14 - Payments to Contractor and Completion ............................................................... 14.01 Schedule of Values ................................................................................................. 14.02 Progress Payments .............�---........-----.......---........---......_...........----........---............. 14.03 Contractor's Warranty of Title .............................................................................. 14.04 Partial Utilization ................................................................................................... 14.05 Final Inspection ...................................................................................................... 14.06 Final Acceptance .................................................................................................... 14.07 Final Payment ......................................................................................................... 14.08 Final Completion Delayed and Partial Retainage Release ................................... 14.09 Waiver of Claims ...............•---........---...................................................---..........---.. Article 15 - Suspension of Work and Termination ................................................................... 15.01 City May Suspend Work ................•---.........---.......---........----........---........---........---� 15.02 City May Terminate for Cause .............................................................................. 15.03 City May Terminate For Convenience .................................................................. Article16 - Dispute Resolution ................................................................................................. 16.01 Methods and Procedures ........................................................................................ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: Novcmbcr 9, 2011 ................38 ................38 ................39 ................ 39 ................39 ................ 39 ................40 ................41 ................41 ................43 ................44 ................45 ................46 ................ 46 ................47 ................47 ................48 ................48 ................48 ................48 ................49 ................49 • ...............50 ................50 ................ 51 ................51 ...---.....•---- 52 ................52 ................ 52 ................ 54 ................ 55 ................ 55 ................ 55 ................ 56 ................ 56 • ...............57 ................ 57 ----------------57 ................ 58 ................60 ................61 ................61 Article 17 — Miscellaneous ............... 17.01 Giving Notice ............... 17.02 Computation of Times . 17.03 Cumulative Remedies .. 17.04 Survival of Obligations 17.05 Headings ...............:....... ................................................... ................................................... ......................... . ............... ........... ................................................... .................... 62 .................... 62 .................... 62 .................... 62 .................... 63 .................... 63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd: Novcmber 9, 2011 oo�?oo-i GENERAL CONDITIONS Pagc 1 of 62 . ' 1 � 1 ' � � 1.01 Defined Tenns A. Wherever used in these General Conditions ar 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 ar written in italics, but not always. When used in a context consistent with the definition of a listed-deimed 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 Sids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Ab eement—The written instniment 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 Sidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidde� 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 RequiYements—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 Rcviscd: Novcmbcr 9, 2011 oo�?oo-a GENERAL CONDITIONS Pagc 2 of 62 13. Change O�der—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 pariy is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Wark. 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 ll.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 Wo�k—See, Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd: Novembcr 9, 2011 007200-3 GENERAL CONDITIONS Pagc 3 of 62 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. DirectoY 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, ar agents. 31. Director of Water DepaYtment — 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 OrdeY 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. 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 Reviscd: Novcmber 9, 2011 007200-4 GENERAL CONDITIONS Pagc 4 of 62 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. GeneYal RequiYements—Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. HazaYdous 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 Reo lations—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 Reviscd: November 9, 2011 00 �z oo - s GENERAL CONDITIONS Pagc 5 of 62 51. Project Schedule A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53_ Project Representative—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Rea lar 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 warkmanship 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 Contractar, 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 ar 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 Tab1e of Contents (Division 00 00 00) of each Project. 62. Subcontracto�^—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 Rcviscd: Novcmbcr 9. 2011 00 �2 00 - 6 GENERAL CONDITIONS Pagc 6 of 62 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_ Underb ound 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 PYice 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 perfonning 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 Revised: November 9, 2011 oo�?oo-� GENERAL CONDITIONS Pagc 7 of 62 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: l. 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, Perfornz, Provide: 1. The word "Furnish" ar the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, sha11 mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E_ Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies ofDocuments City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2_02 Commencement of Contract Time,- Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement_ CITY OF FORT WORTH --- STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: Novcmber 9, 2011 oo�?oo-s GENERAL CONDITIONS Pagc 8 of 62 2.03 Sta�ting the Work Contractor sha11 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 StaYting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstr�uction 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 priar to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment sha11 be made to Contractor until acceptable schedules are submitted to City in accardance 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 (ar part thereo fl 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 ar 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 sha11 be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlmed 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 Reviscd: Novcmber 9, 2011 007200-9 GENERAL CONDITIONS Pagc 9 of 62 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 Disc�epancies: 1. Contractor's Review of Contract Documents Before Starting Work. Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, ar discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd: Novcmbcr 9, 2011 oo�?oo-�o GENERAL CONDITIONS Pagc 10 of 62 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, ainbiguity, 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 ContYact 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 Wark 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 thereo fl 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 Reviscd: Novcmbcr 9, 20ll 00 72 00 - 1 I GENERAL CONDITIONS Pagc I I of 62 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 far 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 ar obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH � STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: November 9, 2011 00 �z oo - i? GENERAL CONDITIONS Pagc 12 of 62 C. Contractor sha11 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 explarations 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 AuthoYized: 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: l. 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 Subsu�face or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4_02 is materially inaccurate; or 2_ is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd: November 9, 201 I 00 72 00-13 GENERA� CONDITIONS Pagc 13 of 62 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 PYice and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if 1. Contractor knew of the existence of such conditions at the time Contractar 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; ar 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4_04 Underground Facilities A. Shown oY 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, ar 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 a11 Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated.• l. 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 perfoni�ing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised: November 9, 2011 00 72 00-14 GENERAL CONDITIONS Pagc 14 of 62 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 wi11 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 conshuction 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. Contractar 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 sha11 be responsible for the replacement or relocation of reference points or properiy 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 Contractar, and the fu11 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: l. 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 Rcviscd: Novembcr 9, 2011 00 �? oo - � s GENERAL CONDITIONS Pagc 15 of 62 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 ar 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. G 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 Wark. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractar, Subcontractors, Suppliers, or anyone else far 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, Contractar shall immediately_ (i) secure or otherwise isolate such condition; (ii) stop all Wark 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 Wark 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 Wark performed by City's own forces or others. G. To the fullest extent permitted by Laws and Reb lations, Contractor shall indemn� and hold harmless City, fi�om and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other pYofessionals and all court or arbitration or other dispute resolution costs) arising out of oY relating to a Haza�dous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paraa aph 4.06.G shall obligate Cont�^actor to indemn� any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-16 GENERAL CONDITIONS Pagc 16 of 62 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 ar 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 PerfoYrrzance, 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 far the faithful performance and payment of a11 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 ar Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which sha11 show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5_02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 CeYtificates 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. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: November 9, 2011 00 �a oo - i� GENERAL CONDITIONS Pagc 17 of 62 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 a11 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 mamtained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or far 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 endarsements, 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 Rcviscd: November 9, 2011 00 72 00-18 GENERAL CONDITIONS Pagc 18 of 62 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 incorparated 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 properiy 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 Rcviscd: Novcmbcr 9, 2011 00 72 00 - 19 GENERAL CONDITIONS Pagc 19 of 62 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, ar 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 ar 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 Wark, 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 SupeYvision 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 sha11 be solely responsible for the - means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH -- STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: November 9, 2011 00 72 00 - 20 GENERAL CONDITIONS Pagc 20 of 62 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 priar to moving areas during the sequence of construction. 6.02 Labor; WoYking 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 Wark at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Warking 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) Susiness 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. Al1 materials and equipment incorporated into the Work sha11 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 funiish 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 Rcvised: Nov�mbcr 9, 2011 00 72 00-21 GENERAL CONDITIONS Pagc 2l of 62 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 2.0� and the General Requirements as it may be adjusted from time to time as provided below. L 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 O1 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.OS.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 Reviscd: Novcmbcr 9, 2011 00 72 00 - 22 GENERAL CONDITIONS Pagc 22 of 62 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 wi11 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 Contractar does not qualify as an "or-equal" item under Paragraph 6.OS.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 therefar. 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 sha11 comply with Section Ol ZS 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 Rcviscd: Novcmbcr 9, 2011 00 72 00 - 23 GENERAL CONDITIONS Pagc 23 of 62 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 a11 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, ar 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. Contractar shall make written application to City for review in the same manner as those provided in Paragraph 6.OS.A.2. G City s Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.OS.A and 6.OS.B. City may require Contractor to fumish additional data about the proposed substitute_ City wi11 be the sole judge of acceptability. No "or-equal" or substitute wi11 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 ad�ise Contractor in writing of its determination. D. Special Guarantee.• City may require Contractor to fun�ish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemn� 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_OS.A.2 and 6.OS.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "ar-equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd: Novcmbcr 9, 20ll 00 72 00 - 24 GENERAL CONDITIONS Pagc 24 of 62 G. City Substitute Reimbursenzent: 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 ar as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and wi11 provide such requirements in the Supplementary Conditions. D. Minority and Women Owned Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis_ If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change ar deletion sha11 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 MWBE. Material misrepresentation of any nature wi11 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 perfoiming ar furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: Novcmbcr 9, 2011 00 72 00 - 25 GENERAL CONDITIONS Pagc 25 of 62 l. 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 perfonning or furnishing any of the Work sha11 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 PYevailing Wage Rates. The Contractor shall comply with a11 requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates detei7nined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: Novembcr 9, 2011 00 72 00-26 GENERA� CONDITIONS Pagc 26 of 63 D. ArbitYation 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, sha11 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 arbitratar before the l lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons_ The City is not a pariy 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 sha11 include in its subcontracts and/or shall otherwise require all of its Subcontractars 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 Reb lations, Contractor shall indemn� and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of enginee�s, 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 �ights or copyrights incident to the use in the performance of the Work oY resulting fi�om C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised: Novembcr 9, 2011 00 �a oo - ?� GENERAL CONDITIONS Pagc 27 of 62 the incorporation in the Work of any invention, design, pYocess, product, oY 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 far in the Supplementary Conditions or Contract Documents. City sha11 assist Contractor, when necessary, in obtaining such permits and licenses. Contractar 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 far 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 Reb lations A. Contractor shall give a11 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 Rcviscd: Novembcr 9, 2011 00 �2 00 - as GENERAL CONDITIONS Pagc 28 of 62 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 sha11 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 sha11 comply with the provision of State Comptroller's Ruling _Ol 1, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: l. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. htt�-//�u�vu�.��i�adow.state.tx.us/taY�nfa/taxfoz-r�zs/�3-��-rns.�at�n1 6.12 Use of Site and OtheY Areas A. Limitation on Use of Site and OtheYAreas: 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 Rcviscd: Novcmbcr 9, 2011 00 72 00-29 GENERAL CONDITIONS Pagc 29 of 62 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 Paraa aph 6.21, ContYactor shall indemn� and hold harmless City, fi�om 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 Perf'ormance 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, sha11 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 sha11 clean the Site and the Wark and make it ready for utilization by City or adjacent property owner. At the completion of the Wark Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restare to original condition or better a11 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 RecoYd Documents A_ Contractor sha11 maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) recard 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 sha11 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. Contractar shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised: Novcmbcr 9, 2011 00 72 00 - 30 GENERAL CONDITIONS Pagc 30 of 62 take all necessary precautions for the safery of, and sha11 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 properiy, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards far 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 sha11 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 ar 6.14.A3 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 sha11 give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: Novembcr 9, 2011 00 72 00-31 GENERAL CONDITIONS Pagc 3l of 62 changes in the Work ar 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. S. 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 Subinittals 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 Rcviscd: Novembcr 9, 2011 00 �2 00 - 32 GENERAL CONDITIONS Pagc 32 of 62 S. 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 thereta 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 Ol 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in ar 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 ar 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 Rcviscd: Novcmbcr 9, 2011 00 72 00-33 GENERAL CONDITIONS Pagc 33 of 62 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 fmal 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 properiy resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnificafion A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the CiTy, its officers, servants and empioyees, 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 defendinb 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. TffiS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: Novcmber 9, 2011 00 72 00 - 34 GENERAL CONDITIONS Pagc 34 of 62 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 Desib 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 a11 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, sha11 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 far 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 far 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 Revised: Novcmbcr 9, 2011 00 72 00-35 GENERAL CONDITIONS Pagc 35 of 62 Subcontractor facilities, and sha11 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 fmancial 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. , � . �. 7.01 Related Work at Site A. City may perform other wark 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 wark, 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 wark 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 Rcviscd: Novcmbcr 9, 201 I 00 72 00 - 36 GENERA� CONDITIONS Pagc 36 of 62 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 Contraczor 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 witli 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 Rcvised: Novembcr 9, 2011 00 72 00 - 37 GENERAL CONDITIONS Pagc 37 of 62 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 OSSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will detennine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make e�austive or contmuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: Novcmber 9, 2011 00 72 00 - 38 GENERAL CONDITIONS Pagc 38 of 62 9.03 • �.i 9.05 • 1. Authorized Variations in WoYk City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Wark involved promptly. Rejecting Defective Work 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. City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents ar that will prejudice the integrity of the design concept of the completed Project as a functioning whole as Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be fmal (except as modified to reflect changed factual conditions or more accurate data). Decisions on Requirerrzents 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 imal 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 WoYk A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided)_ Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised: Novcmber 9, 2011 00 72 00-39 GENERAL CONDITIONS Pagc 39 of 62 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 617. 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.O1.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 Wark actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Wark, 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 Wark 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 Wark, whether said costs are known, unlaiown, foreseen ar 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 SuYety 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 wi11 be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised: Novcmbcr 9, 20l 1 00 72 00 - 40 GENERAL CONDITIONS Pagc 40 of 62 10.06 ContJ^act Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, sha11 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 sha11 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 sha11 be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract C1aim for an adjustment in Contract Time sha11 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). G 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 sa For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd: Novcmbcr 9, 2011 00 72 00-41 GENERAL CONDITIONS Pagc 41 of 62 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.O1.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.O1.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 fu11 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 Wark, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3_ Rentals of a11 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 Rcviscd: Novembcr 9, 2011 00 72 00 - 42 GENERAL CONDITIONS Pagc 42 of 62 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 Contractar's employees incurred in discharge of duties connected with the Wark. 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. Minar expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work_ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd: Novcmbcr 9, 2011 00 72 00 - 43 GENERA� CONDITIONS Pagc 43 of 62 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 Wark sha11 not include any of the following items: 1. Payroll costs and other compensation of Contractor's o�cers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditars, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractar, 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.O1.A.1 or specifically covered by Paragraph 11.O1.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Wark 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 Wark covered by a Change Order far 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.O1.C. D. Documentation: Whenever the Cost of the Wark for any purpose is to be determined pursuant to Paragraphs 11.O1.A and 11 _Ol.B, 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 a11 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. PYe-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH � STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd: Novembcr 9, 2011 00 �z oo - a4 GENERAL CONDITIONS Pagc 44 of 62 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 a11 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 far 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: l. 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 Rcvised: Novembcr 9, 2011 00 72 00 - 45 GENERAL CONDITIONS Pagc 45 of 62 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 wi11 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 Majar 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 MeasuYement 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 wark done far 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. G 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 wi11 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 Rcviscd: Novcmber 9, 2011 00 72 00 - 46 GENERAL CONDITIONS Pagc 46 of 62 E. For callout work or non-site speciiic 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: l. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quanrities of the items involved (subject to the provisions of Paragraph 11.03); ar 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 12A1.S.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.O1.C). G Contractor's Fee: The Contractor's additional fee far overhead and profit shall be determined as follows: 1. a mutually acceptable fiYed 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.O1.A.1, 11.O1.A.2. and 11.O1.A3, 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.O1.A.4 and 11.O1.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.O1.C.2.a and 12.O1.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH _ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd: Novcmbcr 9, 201 l 00 72 00 - 47 GENERA� CONDITIONS Paac 47 of 62 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01 _A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee sha11 be payable on the basis of costs itemized under Paragraphs 11.O1.A.6, and 11.O1.B; 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 ar claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractar 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 perfonning other wark 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 ar 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 Rcviscd: November 9, 2011 00 72 00 - 48 GENERAL CONDITIONS Pagc 48 of 62 • ' '� , ' � � � � � � , � � ; � ' • � • � 1 �' 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 Wark 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 far 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 thereo fl 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 a11 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, ar 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 far 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 Contractar 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 Rcviscd: Novembcr 9, 2011 00 72 00 - 49 GENERAL CONDITIONS Pagc 49 of 62 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 ali 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 UncoveYing 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 Ciry 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 testmg 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_OS 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 Wark 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 Rcviscd: Novcmber 9, 2011 00 �z oo - so GENERAL CONDITIONS Pagc 50 of 62 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 WoYk 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 a11 claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and a11 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 Rcviscd: Novcmbcr 9, 2011 00 �a oo - s i GENERAL CONDITIONS Pagc 51 of 62 C. In special circumstances where a particular item of equipment is placed in continuous service befare 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 C1aim, 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 ofDefective 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 acc�pted. 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 a11 or part of the Work and suspend Contractar'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 Rcviscd: Novcmbcr 9, 2011 00 72 00 - 52 GENERAL CONDITIONS Pagc 52 of 62 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. , . ,; , , ,� � • , � • . �, � � � 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 Prob ess 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 sha11 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 Reviscd: Novcmbcr 9, 2011 00 72 00-53 GENERAL CONDITIONS Pagc 53 of 62 B. Review ofApplications: l. 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 wi11 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 e�iaustive, 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, ar 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 Rcviscd: Novcmbcr 9, 2011 00 73 00 - 54 GENERAL CONDITIONS Pagc 54 of 62 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02_A. C. Retainage: l. 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 wi11 become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against zhe 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 wi11 give Contractar 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 Contr�actor'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, wi11 pass to City no later than -- the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: Novcmbcr 9, 2011 00 �z oo - ss GENERAL CONDITIONS Pagc 55 of 62 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: l. Contractor at any time may norify City in writing that Contractar considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.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 Finallnspection 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 Rcviscd: Novembcr 9, 2011 00 72 00 - 56 GENERAL CONDITIONS Pagc 56 of 62 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 sha11 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: l. 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 ar; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the fmal 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 fmal 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 fu11y 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 Rcviscd: Novcmbcr 9, 2011 00 �� oo - s� GENERAL CONDITIONS Pagc 57 of 62 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 fmal 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. Befare 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. ,• , � 1 �� 1; ' � 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 abls 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 deternlined 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 proj ect for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: Novcmbcr 9, 2011 00 '72 00 - 58 GENERAL CONDITIONS Pagc 58 of 62 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 MWBE ordinance 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 ar worlananship, 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 far the benefit of any creditor or for any other purpose; or 7. Substantial eyidence 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, Ciry will provide written _ notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Wark. 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 Rcviscd: Novcmber 9, 2011 00 72 00 - 59 GENERAL CONDITIONS Pagc 59 of 62 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 Wark as City may deem expedient. 3. Whether City or Surety completes the Wark, Contractor shall not be entitled to receive any further payment until the Wark 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 wi11 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 Wark performed. 4_ Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractar 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 ar any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be tenniilated if Contractar 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 tennination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: Novembcr 9, 2011 00 72 00-60 GENERAL CONDITIONS Pagc 60 of 62 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 sha11 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. S. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractar 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 ternlinated 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 terininated 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 ar authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd: Novcmber 9, 2011 00 72 00-61 GENERAL CONDITIONS Pagc 61 of 62 D. Not later than 15 days thereafter, the City sha11 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 stared, 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 fmal 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 far (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 deterinine, on the basis of information a�ailable to it, the amount, if any, due to the Contractor by reason of the tern�ination 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 ternunation. 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 fmal 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 sha11 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 Rcviscd: Novcmbcr 9, 2011 00 �� oo - 6z GENERAL CONDITIONS Pagc 63 of 62 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2_ agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A_ Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice_ B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies --- The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised: Novcmber 9, 2011 00 72 00 - 63 GENERAI CONDITIONS Pagc 63 of 62 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, ar 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. � CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd: Novcmbcr 9, 2011 00 73 00 - 1 SUPPLEMENTARY CONDIT[ONS Pagc 1 of 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or suppiemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific parab aphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications and Specifications shall govern over standard details. SC-4.01 A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the fmal easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.O1A1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of None Outstanding Right-Of-Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER None TARGET DATE OF POSSESSION The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the fmal easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd �09-0s-�011 J 200c� CIP Neigl�horhr�od Street Yroject Ciry Project No. 012h3 007300-2 SUPPLEMENTARY CONDITIONS Pagc 2 of 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SC-4.O1A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of (1610-rath I�crn. Y�aF- zl�is doctr�xaent �.i�as pt�eparet�J EXPECTED OWNER UTILITY AND LOCATION TARGET DATE OF ADJUSTMENT ,4Tc�l [LlanhoXe Iicfs for crcfjz�str�zent otz Ny� Z4th Sty-eei I�tiritl� Constrzretiot2 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: None The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: Nofze SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant Neel-Schaffer; Ifzc. (3) Other: No�ze fOUtuin appr-oval. foy tlze lit�aits shotitn� fo�- S'C 5.04A t{zrzi 5.04D. fi-ofr� Citv befot•e finalizing C'or7ti-c�ct flOClC142ei1t5� SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the foilowing coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GG5.04A. b'talutor�% Zznaits E�nployer•'s liuf�zlih� ,�Z00.000 ecrch caccic�er�t,%ccuj-rence $I00.000 Disease - eaclz employee �500.000 Disease - policY linzit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd (09-OS-3011J =008 C/P Neighhor hoo�f Street I'r�jecl City� Proj�et No. 01= h: 007300-3 SUPPLEMENTARY CONDITIONS Pagc 3 of 6 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 SG5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GG5.04B. Contractor's Liability lnsurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits oi .��1,000,OOQ er�cis nccarr�r�eFaee .�2,ODO,OQO c�ggf•eoate Iz�nit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Parab aph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. �'1, (100, OOD each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $?SO, fI t)FI 13�c�ily Itajzst_}.� peY- pe� son i �'500,000 Boc�'ily Irzjzary per• accident! $1 �(1, Q00 Prop�rti% Daincrge SC-5.04D., "Contractor's lnsurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross raiiroad properties and tracks: None The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a"Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each raikoad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: X Rec�uir-ecl fc�r this Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [(I 1-08-3011 J �,Con�»a�i Larnits wztl� Raih•oac� $C'onfrrra.Linzits N�itlz Rc�ilroad _ Not t-equired for t{zis Cotztt-act 300�Q CIP Nei,�l�borhood Street Projecl Citv !'roject No. 01?63 007300-4 SUPPLEMENTARY CONDIT[ONS Pagc 4 of 6 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 With respect to the above outlined insurance requirements, the foilowing shall govern: l. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-a ade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of-way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at- grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, ali such other work may be covered in a single policy for that raiiroad, even though the work may be at two or more separate locations. No work or activities on a raikoad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company priar to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. ln addition, insurance must be carried during all maintenance and/or repair work performed in the raiiroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shail be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: f�e�ati�� f�i;larv��gt C'oazsis�uciaa�tz i'�es�criC��zg L�wa�.��es 24�� OOS d'e°�s��ailiaa� 61�cz�;e R�ic Caaast�°arciaoaz Ira�tees��}� <f3ar��sativ locatior�, Resozn�cesiOZ-Co��stfzsctdc�n I�ocz�rneratsiC'oa�stazsction Speci�catios� Boo7�l�5-�;e��er�al ar�cl S��eeial Condtionsl059-i�'age Rate �Nfc�C 7-S-OS.pc�f> SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: Notae � SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: IVorze CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised [(19-OS-2071J 3008 CII' Nei�hborhoad Street I'roject Ciry l'roject No. (1263 007300-5 SUPPLEMENTARY CONDITIONS Pagc 5 of 6 1 2 3 4 5 6 SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of fMorztlz Day, �`ear this docz�Fr7e�rt wc�s pr�e��a�ecf]: Outstanding Permits and/or Licenses to Se Acquired OWNER PERMIT OR LICENSE AND LOCATION None 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" TARGET DATE OF POSSESSION During the performance of this Contract, the Contractor, for itself, its assib ees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally-assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, with regard to the work perFormed by it during the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a prob am set forth in Appendix B of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the b ounds of race, color, or national origin. 4. Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shali pernut access to its books, records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the City, or the Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to: a. withholding of payments to the Contractor under the Contract until the Contractor complies, and/or b. cancellation, tennination ar suspension of the Contract, in whole or in part. 6. Incorporation of Provisions: The Contractor shall include the provisions ofparab aphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS R��s�a �r �-os-�or r� :00�4 C1P Nef�hborh��od Street Project Citv Pr-oiect Nn. Ol?6_ 00 73 00 - 6 SUPPLEMENTARY CONDITIONS Pagc 6 of 6 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City ar the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: <Po � zrTate the tcrble l�eloi�v with the ��e uirec7'itzfont�atiorz. If r�otze t�zetz z-rrite `None'> Vendor Sco e of Work Coordination Authority <Lzst f rll �'enc�or Na�ne> <Lisz sey-vices Z�einr provid�d> <Lisr "C"ITY"> SC-8.01, "Communications to Contractor" �'otle SC-9.01., "City's Project Representative" The following firm is a consultant to the City responsible for construction management of this Project: <Iizsert�arll le�ctl r�cnne of cotisultzng fzr�n pr�aviclino Gll� setviccs for the pf-oject. Zf �not�e t{aet� tivrite . `No�ae "> � SC-13.03C., "Tests and Inspections" <I.ist any tests a�7cl,%r ir�sl�ectioi�s tlz�zt uf•e ��eyuired Iry aF7other hocty of juj-zsclictiorz heing cover�ec� l�y the �'TIV, f YZOF9C' 1�2232 YVPZtC' ��N017C'�� SC-16.O1C.1, "Methods and Procedures" <List anl� clrspzr,te resoliatioi� prrocess zhat ma�� bovey�r�_foy this Canlract ofher tl�a.a t1�at pf-ovicled,fo�•,4rtzcle 16 of't7�e Genet•al Cotacfztzons. if rrone then w,� it�e `7Vone "> � 40 END OF SECTION CITY OF FORT WORTH STANDf1RD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd jp9-OS-2011J 3098 CIP Neigbborh��d Street I'rojeet City Project No. 01163 011100-1 SUMMARY OF WORK Pagc 1 of 3 1 2 3 PART1- GENERAL 4 l.l SUMMARY 5 6 7 8 9 10 11 12 1.2 SECTION ol 11 00 SUMMARY OF WORK A. Section Includes: l. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to" 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1- General Requirements 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 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Rcvised July 1, 2011 011100-2 SUMMARY OF WORK Pagc 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temparary fencing in place of the fencing removed whenever the Wark is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work associated with easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. C[TY OF FORT WORTH STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS Rcvised July 1, 201 I 2008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 O1 11 00-3 SUMMARY OF WORK Pagc 3 of 3 1 l.`"J SIISMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NO'�' 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] . ,,., �.�1 � 1', 10 PART 3- EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Project STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS City Projcct No. 01263 Rcviscd July 1, 201 I 012500-1 SUBSTITUTION PROCEDURES Pagc 1 of 4 1 2 3 PART1- GENERAL 4 l.l SUMMARY SECTION ol 25 00 SUBSTITUTION PROCEDURES 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 17 18 19 1.2 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 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 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractar for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF PORT WORTH 2O08 CIP Neighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS � City Projcct No. 01263 Revised July l, 20l 1 oi zs oo -? SUBSTiTUTION PROCEDURES Pagc 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed � 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specifed product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electricai or mechanical requirements 4) Productexperience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) I1lustration drawings C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICAT]ON DOCUMENTS City Projcct No. 01263 Rcvised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Pagc 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFO TIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] ll 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Wiil provide same guarantee for substitute item as for product specified 19 3. Wi11 coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED] 25 l.11 FIELD [SITE] CONDITIONS [NOT USED] 26 112 WARRANTY [NOT USED] 27 PART 2- PRODUCTS [NOT USED] 28 PART 3- EXECUTION [NOT USED] 29 30 31 1 � ! ` Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Rcviscd July 1, 2011 O12500-4 SUBSTITUTION PROCEDURES Pagc 4 of 4 1 EXHIBIT A 2 REQIIEST FOR SIIBSTITIITION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, inciuding 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 q 2 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date " CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Rcvised July 1, 20ll 013119-1 PRECONSTRUCTION MEETING Pagc I of 3 1 2 SECTION Ol 31 19 PRECONSTRUCTION MEETING 3 PARTl- GENERAL 4 l.l 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: ll 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. Coardination 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 wili be used to prepare minutes and retained by City for 25 future reference. 26 27 28 29 30 31 32 33 34 35 36 37 38 B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 20ll 3008 CIP Ncighborhood Strcet Projcct City Projcct No. 01263 Ol 3l 19 - 2 PR�CONSTRUCTION MEETING Pagc 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section Ol 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety P1ans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 2008 CIP Neighborhood Strcct Projcct City Projcct No. 01263 O1 31 19-3 PRECONSTRUCTION MEETING Pagc 3 of 3 1 2 3 4 5 6 7 8 9 10 il 12 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUSMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NO'I' USED] 1.12 WA TY [NOT USED] PART 2 - PRODUCTS [NOT USED] ,, . � � � ) � � Revision Log DATE NAME SUMMARY OF CHANGE 13 CtTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised July l, Z011 2008 CIP Neighborhood Strcct Projcct City Projcct No. 01263 Ol 31 20 - l PROJECT MEETINGS Pagc 1 of 3 1 2 �. � �. 4 1.1 SUMMARY SECTION Ol 31 20 PROJECT MEETINGS 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 l. None. 11 12 13 14 1.2 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 l. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Ab eement, 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 ineeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Rcvised July 1, 2011 01 31 20 - 2 PROJECT MEET[NGS Pagc 2 of 3 1 2 3 4 5 6 b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre-construction conference. b. In no case will construction be allowed to begin until this meeting is held. 7 C. Prob ess Meetings 8 l. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 2. Additional progress meetings to discuss specific topics will be conducted on an as- needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coardination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance sha11 include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off-site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Conective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request p. Review status of Requests for Information CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd July l, 20ll 2008 CIP Neighborhood Strcct Projcct City Projcct No. 01263 O] 3120-3 PROJECT MEETINGS Pagc 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 SUSMITTALS [NOT USED] 12 1.6 AGTION 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 22 23 I ►1 � � Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS Ciry Projcct No. O] 263 �� Revised July 1, 2011 O1 32 16 - I CONSTRUCTION PROGRESS SCHEDULE Padc 1 of 5 1 2 �, • ,. SECTION O1 32 16 CONSTRUCTION PROGRESS SCHEDULE 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 11 12 13 14 15 1.2 16 17 18 19 1.3 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 B. Deviations from this City of Fort Worth Standard Specification l. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. REFERENCES A. Definitions l. Schedule Tiers a. Tier 1- No schedule submittal required by contract. Small, brief duration projects b. Tier 2- No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3- Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program proj ects d. Tier 4- Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5- Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that wiil serve as the baseline for measuring prob ess and departures from the schedule. 3. Progress Sehedule - Nlonthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS City Projcct No. 01263 Rcvised July 1, 2011 013216-2 CONSTRUCT[ON PROGRESS SCHEDULE Pagc 2 of 5 1 2 3 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 7 8 9 10 11 12 13 14 15 A. Baseline Schedule 1. General a. Prepare a cost-loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost-loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. 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) Inerease 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 Contractar in order to remove or anest 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 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Revised July 1, 2011 013216-3 CONSTRUCTION PROGRESS SCHEDULE Pagc 3 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 D. The Contract completion time will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. 2. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of the project. CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 ?008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 O1 32 16 -4 CONSTRUCTION PROGRESS SCHEDULE Pagc 4 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedules 1. Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors, the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. 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 iile 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 35 36 37 38 39 D. Submittal Process 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 2011 3008 CIP Ncighborhood Strcct Projcct City ProjccC No. 01263 013216-5 CONSTRUCTION PROGRESS SCHEDULE Pagc 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS (NOT USED] 3 1.8 1VIAINTENANCE 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 NDLING [NOT USED] 12 l.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2- PRODUCTS [NOT USED] 15 PART 3- EXECUTION [NOT USED] I['! 17 �Ey 1 � � Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcet Projcct STANDARD CONSTRUCTION SPEC7FICATION DOCUMENTS City ProjccY No. 01263 �� RcvisedJuly 1, 2011 O1 32 33 - I PRECONSTRUCTION VIDEO Pagc 1 of 2 i 2 SECTION O1 32 33 PRECONSTRUCTION VIDEO 3 PART1- GENERAL 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 33 PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised July l, 201 ] 2008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 Ol 32 33 - 2 PRECONSTRUCTION VIDEO Pagc 2 of 2 1 PART 3- EXECUTION [NOT USED] 2 3 � 1 � ��l��I Revision Log DATE NAME SUMMARY OF CHANGE n W CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct ProjccY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Rcviscd July 1, 2011 013300-1 SUBMiTTALS Pagc 1 of 8 1 2 3 PARTl- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 1.2 SECTION Ol 33 00 SUBMITTALS A. Section Includes: 1. General methods and requirements of submissions appiicable to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification l. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 l. 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 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Coordination 1. Notify the City in writing, at the time of submittai, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication � Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH 2O08 CIP Neighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Rcvised July 1, 20l l 01 33 00 - 2 SUBMITTALS Pacc 2 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or sampies, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the �rst 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1C � 1 11 1' : 1) 03 30 00 is the Specification Section for Conerete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Sib ature of submittal reviewer c. Certification Statement 1) "By this submittal•, I hereby represent that I have determined and verified feld measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coardinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8'/� inches x 11 inches to 8'/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Caiculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 2011 2008 CIP Neighborhood Strcct Projcct City Projcct No. 01263 O13300-3 SUBMITTALS Pagc 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. Identiiication by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicabie to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Productphotographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, Z011 2008 CIP Neighborhood Strcct Projcct City Projcct No. O1263 013300-4 SUBMITTALS Pagc 4 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coardination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work 18 L 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 l. 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 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another externai FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 2011 2008 CIP Ncighborhood Strcct Projccc Ciry Projcct No. 01263 013300-5 SUBMITTALS Paac 5 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies � a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and eisewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number 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 2g 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 wark and trades, for selecting fabrication processes, 36 for techniques of assembly and far 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 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS City Projcct No. 01263 Rcvised July 1, 2011 01 33 00 - 6 SUBMITTALS Pagc 6 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 c. Q 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. Code 3 1) 'BXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 calendar days of the date of the City's transmittal requiring the resubmittal. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not compiete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list ar mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Working Days prior to release for manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 2011 2008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 O1 33 00 - 7 SUBMITTALS Pagc 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 Wark 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 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-�x", beginning with "Ol" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS Rcvised 7uly l, 201 l 2008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 013300-8 SUBMITTALS Pagc 8 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 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS Reviscd July 1, 2011 2008 CIP Ncighborhood Strcct Project City Projcct No. 01263 013513-1 SPECIAL PROJECT PROCEDURES Pagc I of 8 1 SECTION Ol 35 13 2 SPECIAL PROJECT PROCEDURES �� 3 [Text in Blzie zs�of� inforn�iation or� � �idance. Renaove c�ll blare l�ext in the final pyojeet docutne�2t.J 4 PARTl- GENERAL 5 1.1 SUMMARY 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1.2 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Anny Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking 1. iC'oordination with No�h Central 'I'exas Council of Govemments Clean Construction Specification [remove if not required]; B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 33 12 25 — Connection to Existing Water Mains PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Coardination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) AdditionalInsurance 5) Insurance Certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd [InscrC Rcvision Date� 2008 CIP Neighbozhood Strcct Projcct City Projcct No. 01263 0135 13 -3 SPECIALPROJECTPROCEDURES Pagc 2 of 8 1 2 3 4 5 6 � 8 9 10 il 12 13 14 15 16 17 18 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. 2. Railroad Flagmen a. Measurement 1) Measurement for this Item will be per working day. b. Payment 1) The wark performed and materials furnished in accordance with this Item will be paid for each working day that Railroad Flagmen are present at the Site . c. The price bid shall include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements associated with Railroad 3. All other items a. Work associated with these Items is considered subsidiary to the various Items bid. No separate payment wili be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. North Central Texas Council of Governments (NCTCOG) — Clean Construction 25 Specification 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A. Coordination with the Texas pepartment of Transportation When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Departrnent of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the T�OT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines l. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 2. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage-type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes ar dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 3. Work within 6 feet of high voltage electric lines a. Notification shall be given to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd [Insert Rcvision Date] 2008 CIP Ncighborhood Strcct ProjccY City Projcct No. 01263 013513-3 SPECIAL PROJECT PROCEDURES Pagc 3 of 8 1 2 3 4 5 6 7 8 9 10 ll 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2'7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 [: c. 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines No personnel may wark within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1 2. General a. Observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. Watch Days a. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. 2) However, the Contractor may begin work prior to 10:00 a.m. if: a) Use of motorized equipment is less than 1 hour, or b) If equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. E. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section O1 31 13 F. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised [lnsert Revision Datc] 2008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 O1 35 13 - 4 SPGCIAL PROJECT PROCEDURF,S Pagc 4 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coardination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Titie 7, Chapter 28.03 (Criminal Mischie fl and the Contractor will be prosecuted to the full extent of the law. � b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. G. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice ar flyer 7 days priar to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number fl Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre-construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspectar for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. H. Public Notification of Temporary Water Service Interruption during Construction 1 2. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd [Inscrt Rcvision DaYc] 2008 CIP Neighborhood Strcct Projcct City Projcct No. 01263 O13513-5 SPECIAL PROJECT PROCEDURES Pagc 5 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. I. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. J. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were personnel were present on Site. K. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. L. Employee Parking 1. Provide parking for employees at locations approved by the City. Nl. (Coordination �vith North Central 'i'exas Council of C�o�rernments (NC'I"�'QG) Clean Construetion Specification [if required for the project — verify with City] l. �omply with equipment, operational, reporting and enforcei�aent requirements set forth in NCTCOG's Clean Construction Specificatioil.} CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Inscrt Rcvision Date] 2008 CIP Ncighborhood Strcct Project City Projcct No. 01263 O1 35 13 - 6 SPECIALPROJECTPROCEDURES Pagc 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 I3ANDLING [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 13 Revision Log DATE NAME SUMMARY OF CHANGE July 20ll CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS Rcvised [lnscrt Rcvision Date] 2008 C[P Ncighborhood Strcct Projcct City Projcct No. 01263 O1 35 13 - 7 SPECIAL PROJECT PROCGDURES Pagc 7 of 8 1 2 3 4 5 6 7 8 9 10 ii 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: �1263 Project Name: 2�Oc� ��' ??Os"el��rkaor�ao�ac� �tr��t �rc�jec� Mapsco �ocation: 6;-� ��rc� �1-� Limits of Construction: �iac�e ,4�e,�r�� frc�rt� ,�i� 2��h Stree� �Q �z�e ,��F�r�r�� f� �v�rr�� rrr ��t 23rc� S�,e�� z� t�d��' 24i� Stre�r ,�f��` 23rr� ��r��f f��rra �la�°�r°�a �iv��c�e �� r`� .�ver�� t/ 2��h ��c�,� ��nra� �4v�a��e �c� ��dg�e ,�v�,�cre THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR°S SUPERBNTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [lnsert Revision Datc] 2008 CtP Neighborhood Strcct Projcct City Projcct No. 01263 01 35 13 - 8 SPECIAL PROJLCT PROCEDURES Pagc 8 of 8 1 2 ; : � � � � cece- DOE P�O. Project - DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE FIOUBS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: MR. AT (CONTRACTORS Si7PERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRAC'FOR 3 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPLCIFICATION DOCUMENTS Rcvised [Insert Rcvision Datc] 2008 CIP Neighborhood Strcct Project City Frojcct No. 01263 014523-1 TESTING AND INSPECTION SERVICES Pagc 1 of 2 1 2 SECTTON O1 45 23 TESTING AND INSPECTION SERVICES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 l. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 28 29 30 31 32 33 34 35 36 37 38 A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficientiy in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 201 l 2008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 �.L. 014523-2 TESTING AND INSPECTION SERVICES Pagc 2 of Z 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFO TIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 � END OF SECTION Revision Log DATE NAME SUMMA.RY OF CHANGE �i17 CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS City Projcct No. O1263 Rcvised July 1, 201 l ots000-� TEMPORARY FACILITIES AND CONTROLS Pagc 1 of4 1 2 SECTION ol 50 00 TEMPORARY FACILITIES AND CONTROLS ,. � ,. : 1/ 1/'' � :�'1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1.2 A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE ANI) 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 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS City Projcct No. 01263 Reviscd July 1, 201 l 015000-2 TEMPORARY FACILITIES AND CONTROLS Pagc 2 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 fG3 � 5 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service inciudes temporary power service ar generator to maintain operations during scheduled shutdown. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. Temporary Heat and Ventilation a. Provide temparary heat as necessary for protection or completion of Wark. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buiidings. 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICAT]ON DOCUMENTS City Projcct No. 01263 Rcvised July 1, 20l 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 O1 5000-3 TEMPORARY FACILITIGS AND CONTROLS Pa�c 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUSMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFO TIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND DLING [NOT USED] l.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] , • � ' ' � 1 � i 1 17 PART 3- EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH 2O08 CIP Ncighborhood Strccf Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Rcviscd July 1, 2011 O1 5000-4 TEMPORARY FACILITIES AND CONTROLS Pagc 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION (NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 0 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O08 CIP Naighborhood StrccY Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 � � Revised July I, 201 ] O1 55 26 - 1 STREET USL PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagc 1 of 3 1 2 SECTION O1 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PARTl- GENERAL 4 l.l SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Sib s B. Deviations from this City of Fort Worth Standard Specification l. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 34 71 13 — Traffic Control 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 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Neighborhood Strcet Projcct City Projcct No. 01263 Ol 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagc 2 of 3 1 1) Allow a minimum of 5 warking days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 17 18 19 20 21 22 23 24 25 26 1.5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSUI2ANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 33 1.12 WARRANTY [NOT USED] E. Temporary Signage L In the case of regulatory sib s, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. SUBMITTALS [NOT USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3- EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS Rcvised July l, 201 l 2008 CIP Ncighborhood Strcct Projcct Ciry Projcct No. 01263 1 2 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagc 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS Revised July 1, 201 l 2008 CIP Ncighborhood Strcct ProjccC City Projcct No. 01263 015713-1 STORM WATER POLLUTION PREVENTION Pagc 1 of 3 1 2 SECTION O1 57 13 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 1� 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Seetion 31 25 00 — Erosion and �Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual far Construction Controls � 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH 2O08 CIP Neighborhood Strcct Projcct STANDARD CONSTRUCTION SP6CIFICATION DOCUMENTS City Projcct No. O] 263 Revised July 1, 20ll 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Pagc 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 l� 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accardance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Priar to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP 1. Submit in accordance with Section O1 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Pubiic Works, Environmental Division for review CITY OF FORT WORTH 2O08 CIP Nei�hborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Projcct No. 01263 Rcvised July I, 2011 015713-3 STORM WATER POLLUTION PREVENTION Pagc 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 O1 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WA�RRANTY [NOT USED] ll PART 2- PRODUCTS [NOT USED] 12 PART 3- EXECUTION [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPGCIFIC�ITION DOCUMENTS City Projcct No. 01263 � Rcvised July 1, 201 ] 015813-1 TEMPORARY PROJECT SIGN�GB Pagc 1 of 3 1 2 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 1'7 18 19 20 21 22 23 24 25 SECTION O1 58 13 TEMPORARY PROJECT SIGNAGE l.l SUMMARY A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification l. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WA TY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS City Projcct No. 01263 Revised July 1, 20ll 015813-2 TEMPORARY PROJECT SIGNAGE Pagc 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION ll A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH ?008 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS City Projcct No. 01263 �� Revised July 1, 2011 015813-3 TEMPORARY PROJECT SIGNAGE Pagc 3 of 3 1 Revision Log DATE NAME SUMMAIZY OF CHANGE 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd July 1, ZO11 2008 CIP Ncighborhood Strcct Projcct City Projcct No. O1263 olb000-� PRODUCT REQUIREMENTS Pagc 1 of 2 1 2 SECTION O1 60 00 PRODUCT REQUIREMENTS 3 PARTl- GENERAL � 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 1.1 SUMMARY A. Section Includes: 1. A listing of the approved products for use in the City B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is attached to this Section. B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by ti�e City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section O1 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANI)LING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Ncighborhood Strcct Project City Projcct No. 01263 1 L11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] ,,. �,�� , � 4 PART 3- EXECUTION [NOT USED] 5 END OF SECTION 6 7 O1 6000-2 PRODUCT REQUIREMENTS Pagc 2 of 2 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry ProjccY No. 01263 Rcviscd July 1, 2011 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagc I of 4 1 2 SECTION Ol 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PARTl- GENERAL � 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 l.l SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE (NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site far personnel or equipment to receive the delivery. CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Reviscd July l, 20l 1 ol 66 00 - z PRODUCT STORAGE AND HANDLING REQUIREMENTS Pa�c 2 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for starage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorparated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatiy and compactly stored in locations that will cause minimum inconvenience to other contractars, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 20l l 2008 CIP Ncighborhood StrccY Projcct City Projcct No. 01263 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagc 3 of 4 1 l.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [oa] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USEDJ 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH 2O08 CiP Ncighborhood Strect Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcci No. 01263 Rcviscd July 1, 2011 Ol 66 00 - 4 PRODUCT STORAGE AND HANDLING REQllIREMENTS Pagc 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE ] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 2011 2008 CIP Ncighborhood Strcct Projcct City Projcct No. O1?63 017123-1 CONSTRUCTION STAKING Pagc 1 of 3 1 2 ' • : l�►��.7\:�I 4 1.1 SUMMARY SECTION Ol 71 23 CONSTRUCTION STAKING 5 A. Section includes: � 6 1. Requirements for construction staking 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 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 A. Construction Stakes 1. Construction staking will be performed by the City. 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. 3. General a. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. b. Contractor is responsible for preserving and maintaining stakes furnished by City. c. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. 1) The cost for staking will be deducted from the payment due to the Contractor for the Project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section Ol 33 00. 1. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Revised July ], 20l 1 01 71 23 - 2 CONSTRUCTION STAKING Pabc 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. a. Certificate must be sealed by a registered professional land surveyor in the State of Texas. B. Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering wark 1.7 CLOSEOUT SUBMIT'TALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Use adequate numbers of skilied workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the Work. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] '•', ''�1 � i 1 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION 23 A. Verify location and protect control points before commencing Work. 24 B. Notify City's Project Representative immediately of any discrepancies discovered. 25 3.4 APPLICATION (NOT USED] 26 3.5 REPAIR / RESTORATION [NOT USED] 27 3.6 RE-INSTALLATION [NOT USED] 28 3.7 FIELD [ox] SITE QUALITY CONTROL 29 A. Preserve permanent reference points during progress of the Work. 30 B. Do not change or relocate reference points without approval from the City. 31 C. Utilize recognized engineering survey practices. CITY OF FORT WORTH 3008 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Projcct No. 01263 Revised July 1, 201 ] O17123-3 CONSTRUCTION STAKING Pagc 3 of 3 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 311 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICAT70N DOCUMENTS Ciry Projcct No. 01263 Rcvised July 1, 2011 01 74 23 - I CLEANING Pagc 1 of 4 1 2 c ' : : l�;�1►1 �1:7� 11 SECTION Ol 74 23 CLEANING 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 l. 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. Wark 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 2O08 CIP Ncighborhood Strcet Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 � Rcvised July 1, 201 l OI7423-2 CLEANING Pagc 2 of 4 1 1.11 FIELD [SITE] CONDITIONS (NOT USED] 2 1.12 WARRANTY [NOT USED] 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 PARTZ- PRODUCTS 2.1 OWNER-FURNISHED [ou] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to compiy with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of non-degradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Projcct No. 01263 Rcviscd July 1, 2011 01 74 23 - 3 CLEANING Pagc 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 �. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 C. Interior Final Cleaning l. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight-exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without flters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site ar Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH 2O08 CIP Neighborhood Strcct Project STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS City Projcct No. 01263 Revised July 1, 2011 01 74 23 - 4 CLEANING Pagc 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, ete. 4 311 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NO�' USED] 7 3.14 ATTACHMENTS [NOT USED] g END OF SECTION E 10 Revision Log DATE NAME SUMMA.RY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 2011 2008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 1 2 SECTION O1 77 19 CLOSEOUT REQUIREMENTS 01 77 19 - 1 CLOSEOUT REQUIREMENTS Pagc 1 of 3 3 PARTl- GENERAL 4 l.l 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 aliowed 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 ar equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 l. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 �� Rcviscd July 1, 2011 01 77 19 - 2 CLOSEOUT REQUIREMENTS Pagc 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARA'i'ION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 10 il 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section O1 78 39 2. Operation and Maintenance Data, if required, in accordance with Section O1 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section O1 74 23. C. FinalInspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd July 1, 2011 2008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 01 77 19 - 3 CLOSEOUT REQUIREMENTS Pagc 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS ReviscdJuly l, 20ll 2008 CIP Neighborhood Strect Projcct City Projcct No. 01263 01 78 23 - I OPERATION AND MAINTENANCE DATA Pagc 1 of 5 1 2 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 SECTION O1 78 23 OPERATION AND MAINTENANCE DATA l.l SUMMARY A. Section Includes: l. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section O1 33 00 Submittal Procedures. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUSMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8'/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH 3008 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Revised July 1, 2011 oi �sa3-a OPERATION AND MAINTENANCE DATA Pagc 2 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable piastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume � � 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 � 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 40 41 42 43 44 45 46 47 48 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS City Projcct No. O1263 Rcvised July I, 20ll 01 78 23 - 3 OPERATION AND MAINTENANCG DATA Pagc 3 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 3'1 38 39 40 41 42 43 44 45 46 47 48 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation far types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS Rcvised July 1, 3011 2008 CIP Ncighborhood Strcet Projcct City Projcct No. 01263 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Pagc 4 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1.7 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instnzctions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to bc maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 TENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 l. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH 2O08 CIP Neighborhood Strect Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Reviscd July 1, 2011 Ol'7823-5 OPERATION AND MAINTENANCE DATA Pagc 5 of 5 1 l.lo DF.LIVT.+ RY� STORAC�iE� AND HA.NDI,YNG [NOT USED] 2 111 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE ,�' CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Rcvised July 1, 20] 1 O1 78 39 - 1 PROJECT RECORD DOCUMENTS Pagc 1 of 4 1 2 t� 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 f►.�a 23 SECTION O1 78 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS 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] .! 30 31 32 33 34 35 36 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other pocuments where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Rcvised July 1, 3011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 01 �ss9-2 PROJECT RECORD DOCUMENTS Pagc 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements l. Maintain the job set of Record Documents completely protected from deteriaration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 W TY [NOT USED] 17 PART 2 - PRODUCTS 18 21 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 21 22 23 24 25 26 27 A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH 3008 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Reviscd July l , 20ll O1 �839-3 PROJECT RECORD DOCUMENTS Pagc 3 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1� 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section O1 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible peneil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a"cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use difFerent colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, desib of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriprive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 01 78 39 - 4 PROJECT RECORD DOCUMENTS Pagc 4 of 4 c. Call attention to each entry by drawing a"cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other pocuments a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CfIANGE 26 CITY Or FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 �� Rcviscd July 1, 2011 L � Division 02 - Existing Conditions (Refer to Buzzsaw for Technical Specifications) https://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure Projects/01263 - 23rd St NW, 24th St NW, Belle Ave, Macie Ave, 2008 CIP 2B/General Contract Documents and Specifications 02 41 13 Selective Site Demolition 02 41 14 Utility Removal/Abandonment 02 41 15 Paving Removal . ` � � Division 03 - Concrete (Refer to Buzzsaw for Technical Specifications) https://projectpoint.buz�saw.com/client/fortworthgov/Infrastructure Projects/01263 - 23rd St NW, 24th St NW, Belle Ave, Macie Ave, 2008 CIP 2B/General Contract Documents and Specifications 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 Existin� Concrete Structures �` L. � � i �` � L i � � Division 31 - Earthwork (Refer to Buzzsaw for Technical Specifications) �^ https://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure Projects/01263 - 23rd St NW, 24th St NW, Belle Ave, Macie Ave, 2008 CIP 2B/General Contract Documents and Specificatdons 31 10 00 31 23 16 31 23 23 31 24 00 31 25 00 31 50 00 Site Clearing Unclassified Excavation Fill Embankments Erosion and Sediment Control Excavation Support and Protection � � � ` I L � � Division 32 - Exterior Improvements ` r- � � L i� (Refer to Buzzsaw for Technical Specifications) https://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure Projects/01263 - 23rd St NW, 24th St NW, Belle Ave, Macie Ave, 2008 CIP 2B/General Contract Docu�nents m�d Specifications 32 O1 17 32 O1 18 321123 32 11 29 32 12 16 32 13 13 32 13 20 32 13 73 32 16 13 32 17 23 32 31 13 32 31 26 32 31 29 32 32 13 32 91 19 32 92 13 32 93 43 Permanent Asphalt Pavin� Repair Temporary Asphalt Paving Repair Flexible Base Courses Lime Treated Base Courses Asphalt Paving Concrete Paving Concrete Sidewalks, Driveways and Barrier Free Ramps Concrete Paving Joint Sealants Concrete Curb and Gutters and Valley Gutters Pavement Markings Chain Link Fences and Gates Wire Fences and Gates Wood Fences and Gates Cast-in-Place Concrete Retaining Walls Topsoil Placement and Finishing of Parkways Hydro-Mulchin�, Seedin�, and Soddin� Trees and Shrubs 323213-1 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 1 of 5 1 ? SECTION 32 32 13 CAST-IN-PLACE CONCRETE RETAINING WALLS 3 PARTl- GENERAL 4 l.l SUMMARY 5 A. Section Includes 6 l. Construction of cast-in-place concrete retaining wall (4' maximum height) of the 7 size and shape detailed on the plans and at the location shown on the plans 8 2. Construction of TxDOT standard cast-in-place, spread foot concrete retaining wall 9 of the size and shape detailed on the plans and at the location shown on the plans 10 B. Deviations from City of Fort Worth Standards 11 1. None 12 13 14 15 16 17 18 19 20 21 ?? 23 24 25 26 ?� ?g 29 30 1.2 31 32 33 34 35 36 37 38 39 40 41 C. Related Specification Sections include but are not necessarily limited to 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1- General Requirements 3. Section 03 30 00 - Cast-in-Place Concrete 4. Section 31 23 16 - Excavation 5. Section 31 23 23 - Fill 6. Section 31 24 00 - Embankments 7. Section 32 13 20 - Concrete Sidewalks, Driveways And Barrier Free Ramps 8. Section 33 46 00 - Subdrainage D. Standard Details l. TxDOT Standard — Spread Footing Walls a. RW 1(L) A— Low Footing Pressure, Design A Retaining Walls b. RW 1(L) B— Low Footing Pressure, Design B Retaining Walls c. RW 1(L) C— Low Footing Pressure, Design C Retaining Walls d. RW 1(H) A— High Footing Pressure, Design A Retaining Walls e. RW 1(H) B— High Footing Pressure, Desi�n B Retaining Walls f. RW 1(H) C— High Footing Pressure, Design C Retaining Walls g. RW 2— Retaining Wall Miscellaneous Details PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Concrete Retaining Wall with Sidewalk 1) Retaining wall: measured by the square foot of the front surface area of the wall. 2) Sidewalk constructed adjacent to wall: See Section 32 13 20. b. TxDOT Standard — Spread Footing Walls 1) Measured by the square foot of the front surface area of the wall. 2) Unless otherwise shown on the plans, measure area from finished ground line on the face of the exterior wall to the top of the wall includin� any coping required (not including railing). CITY OF FORT WORTH 2O08 CIP Neighborhood Street Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01263 Revised July 1, 2011 323213-2 CAST,IN-PLACE CONCRETE RETAINING WALLS Pa�e 2 of 5 1 ? 3 4 5 6 7 8 9 10 11 12 13 2. Payment a. Based on the work performed and all materials furnished for cast-in-place concrete retaining walls of the type or special surface fnish specified. b. Subsidiary work and materials include: 1) excavation in back of retaining walis 2) furnishing and placing footings, leveling pads and copin�s. 3) furnishing, placing, and compacting backfill (except in embankment areas). 4) furnishing and placing concrete, reinforcing steel, waterproofing material, �lter material and drain pipe, joint material, water stop, and filter fabric when required 5) fabricating, curing, and finishing wall including special coatings when specified. 6) equipment, labor, tools, and incidentals. 14 1.3 REFERENCES 15 16 17 18 19 20 21 ?? 23 24 25 26 ?� ?g 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Definitions 1. Permanent Wall. Retaining wall with a desi�n service life of 75 years. All walls are presumed to be permanent walls unless otherwise specified in the plans B. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. l. ASTM International (ASTM): a. D4491, Standard Test Methods for Water Permeability of Geotextiles by Permittivity b. D4533, Standard Test Method for Trapezoid Tearing Stren�th of Geotextiles c. D4632, Standard Test Method for Grab Breaking Load and Elongation of Geotextiles d. D4751, Standard Test Method for Determining Apparent Opening Size of a Geotextile 2. Texas Department of Transportation (TXDOT), Standard Specifications for Construction and Maintenance of Highways and Bridges: a. 110, Excavation b. 132, Embankment c. 400, Excavation and Backfill for Structures d. 420, Concrete Structures e. 421, Hydraulic Cement Concrete f. 423, Retaining Walls g. 440, Reinforcing Steel h. 445, Galvanizing i. 458, Waterproofing Membranes for Structures j. 556, Pipe Underdrains 3. Texas Department of Transportation (TXDOT), Manual of Testing Procedures: a. Tex-616-J, Construction Fabrics 43 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 44 1.5 SUBMITTALS 45 A. See Section 03 30 00. CITY OF FORT WORTH 2O08 CIP Neishborhood Street Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS � City Project No. 01263 Revised July 1, 2011 323213-3 CAST-IN-PLACE CONCRETE RETAINING WALLS Pa�e 3 of 5 1 ? 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ?? 23 24 25 26 ?7 ?g 29 30 31 32 33 34 35 36 37 38 39 1.6 ACTION SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. See Section 03 30 00. 1.10 DELIVERY, STORAGE, AND HANDLING A. See Section 03 30 00. 1.11 SITE CONDITIONS A. Ambient Conditions: See Section 03 30 00. 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 21 OWNER-FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. Concrete and Reinforcing Steel 1. Concrete Retaining Wall with Sidewalk a. Section 03 30 00. 2. TxDOT Standard — Spread Footing Walls a. 420, Concrete Structures. b. 421, Hydraulic Cement Concrete. c. 440, Reinforcing Steel. d. 445, Galvanizing. e. 458, Waterproofing Membranes for Structures. B. Backfill 1. Concrete Retaining Wall with Sidewalk a. Section 31 23 23. 2. TxDOT Standard — Spread Footing Walls a. 132, Embankments. C. Underdrains 1. Concrete Retaining Wall with Sidewalk a. Section 33 46 00. 2. Concrete Retaining Wall with Driveway a. Section 33 46 00. 3. TxDOT Standard — Spread Footing Walls a. 556, Pipe Underdrains. D. Filter Fabric 1. General a. Provide standard weight fabric for retaining walls and soil separation. b. Provide filter fabric rated as UV-resistant when used as part of the exposed facing for a temporary wall. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Neighborhood Street Project City Project No. 01263 323213-4 CAST-IN-PLACE CONCRETE RETAINING WALLS Pa�e 4 of 5 1 ? 3 4 5 6 7 8 9 10 11 2 c. The fabric consists exclusively of manmade thermoplastic fibers, is a non- woven geotextile fabric, and forms a mat of uniform quality. d. Fabric fibers are continuous and random throu�hout the fabric. e. The fabric is mildew resistant and rot-proof, and it is satisfactory for use in a wet soil and aggregate environment. Physical Requirements: The fabric must conform to the requirements listed in Table 1 when tested in accordance with the test methods specified. Table 1 Filter Fabric Requirements Ph sical Pro erties Test Method Value Fabric Weight, on an ambient Tex-616-J 4 oz/yard temperature air-dried, tension free sam le Permittivi , 1/sec ASTM D4491 1.0, min Tensile Strenath, lbs ASTM D4632 1001bs A arent O enina Size ASTM D4751 70-100 Elonaation at yield, ercent ASTM D4632 20-100 Tra ezoidal Tear, lbs ASTM D4533 35 lbs 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPARATION [NOT USED] 18 3.4 INSTALLATION 19 20 21 ?? ?3 24 25 26 ?7 ?g 29 30 31 32 33 34 35 A. Construct retaining walls in accordance with details shown on the plans, on the approved working drawings, and to the pertinent requirements of the following Sections: l. Concrete Retaining Wall with Sidewalk a. Section 03 30 00. b. Section 31 23 16. c. Section 31 23 23. d. Section 31 24 00. e. Section 33 46 00. 2. Concrete Retaining Wall with Driveway a. Section 03 30 00. b. Section 31 23 16. c. Section 31 23 23. d. Section 31 24 00. e. Section 33 46 00. 3. TxDOT Standard — Spread Footing Walls CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Neighborhood Street Project City Project No. 01263 3232li-5 CAST-IN-PLACE CONCRETE RETAINING WALLS Paoe 5 of 5 a � � 1 ? 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 �� a. 110, Excavation. b. 132, Embankment. c. 400, Excavation and Backfill for Structures. d. 423, Retaining Walls e. 420, Concrete Structures. f. 458, Water proofin� Membranes for Structures. g. 556, Pipe Underdrains. 3.5 REPAIR A. See Section 03 30 00. 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. See Section 03 30 00. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NANIE SiJ1VIMARY OF CHANGE 01-1 1-2012 R. Simpson Added Concrete Retaining Wall with Driveway CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Neiahborhood Street Project City Project No. 01263 �� I � � � � � L Division 33 - Utilities (Refer to Buzzsaw for Technical Specifications) https://projectpoint.bu�zsaw.com/client/fortworthgov/Infrastructure Projects/01263 - 23rd St NW, 24th St NW, Belle Ave, Macie Ave, 2008 CIP 2B/General Contract Documents and Specifications 33 O1 30 33 O1 31 33 03 10 33 04 30 33 04 40 33 04 50 33 OS 10 33 OS 13 33 OS 14 33 OS 26 33 OS 30 33 11 10 33 11 11 33 11 12 33 12 10 33 12 20 33 12 25 33 12 40 33 12 50 33 31 20 33 31 50 33 39 20 33 46 00 Sewer and Manhole Testing Closed Circuit Television (CCTV) Inspection Bypass Pumping of Existing Sewer Systems Temporary Water Services Cleaning and Acceptance Testing of Water Mains Cleaning of Sewer Mains Utility Trench Excavation, Embedment, and Backfill Frame, Cover and Grade Rings Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade Utility Markers/Locators Exploratory Excavation for Existing Utilities Ductile Iron Pipe Ductile Iron Fittings Polyvinyl Chloride (PVC) Pressure Pipe Water Services 1-inch to 2-inch Resilient Seated Gate Valve Connection to Existing Water Mains Dry-Barrel Fire Hydrants Water Sample Stations Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe Sanitary Sewer Service Connections and Service Line Precast Concrete Manholes Subdrainage � 330430-1 TEMPORARY WATER SERVICES Page 1 of 4 1 ? 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 33 04 30 TEMPORARY WATER SERVICES 5 A. Section Includes: 6 l. Temporary Water Service needed to maintain service during water main 7 replacement project 8 2. Temporary Water Service (4") needed to maintain service during water main 9 replacement project. This line is to be used to provide water to the 6" fire line, at 10 W. J. Turner Elementary School, on Macie Avenue. Contractor shall use the 11 temporary 4" water service for the sole purposed of providing water for the fire line 12 in at W. J. Turner Elementary School. 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 16 17 18 19 20 21 ?? 23 24 25 1 Z 26 ?� ?g 29 30 31 32 33 34 35 36 37 38 39 40 C. Products Installed But Not Furnished Under This Section 1. Fire Hydrant Meters D. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. Specifcation 32 12 16 — Asphalt Paving 4. Specifcation 33 OS 10 — Utility Trench Excavation, Embedment and Backfill 5. Specification 33 04 40 — Cleaning and Acceptance Testing of Water Mains 6. Specification 33 12 10 — Water Services 1-inch to 2-inch PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for Temporary Water Services will be measured by: 1) Lump sum or 2) Per linear foot of Temporary Water Main for Miscellaneous Projects only 2. Payment a. The work performed and materials furnished in accordance with this Item and measured under "Measurement" will be paid for at the unit price bid for "Temporary Water Service" of the type specified. 3. The price bid shall include: a. Temporary water service line b. Connections c. Fittings d. Valves e. Corporation stops CITY OF FORT WORTH 2O08 CIP NeiQhborhood Street Project STANDARD CONSTRUCTION SPECffICATION DOCUMENTS � City Project No. 01263 Revised July i, 2011 330430-2 TEMPORARY WATER SERVICES Page 2 of 4 1 ? 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ?? 23 24 25 26 ?� f. Temporary asphalt for crossings g. Traffic Control h. Disinfection i. Removal of temporary services 1.3 REFERENCES A. Reference Standards l. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. NSF International a. 61, Drinking Water System Components — Health Effects 3. ASTM Internationai (ASTM): a. D3035, Standard Specification for Polyethylene (PE) Plastic Pipe (DR-PR) Based on Controlled Outside Diameter 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Provide advance notice for service interruption and meet requirements of Division 1. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] L11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 28 2.1 OWNER-FURNISHED PRODUCTS 29 A. Fire Hydrant Meters 30 2.2 EQUIPMENT, PRODUCT TYPE, AND MATERIALS 31 A. Description 32 1. Regulatory Requirements 33 a. All Temporary Water Service components in contact with potable water shall 34 conform to the requirements of NSF 61. 35 B. Materials 36 1. Service Couplings, Fittings, and Corporation Stops CITY OF FORT WORTH 2O08 CIP Neighborhood Street Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 07 263 Revised July I, 2011 330430-3 TEMPORARY WATER SERVICES Pa�e 3 of4 1 ? 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 a. Conform to Section 33 12 10. 2. Service lines a. Polyethylene tubing b. Conform to ASTM D3035 and SDR 11 3. Temporary Water Service Main a. Galvanized steel pipe b. Conform to Schedule 40. 4. Driveway Approach a. Asphalt 1) Type B Asphalt in accordance with Section 32 12 16 C. Design Criteria l. Service lines a. 3/4-inch minimum pipe size b. Minimum flow rate of 5 GPM at a dynamic pressure of 35 psi 2. Temporary Water Service Main a. 2-inch minimum pipe size 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION [NOT USED] 23 3.4 INSTALLATION 24 25 26 ?� ?g 29 30 31 32 33 34 35 36 37 38 39 40 A. General L Install Temporary Water Services in accordance with provisions herein and in accordance with City Standard Details. 2. Perform disinfection test of temporary water service main and water services in accordance with Section 33 04 40. B. Temporary Water Service Installation 1. Connect to existing water supply a. Fire hydrant 1) Connect to fire hydrant with hydrant meter and 2-inch gate valve. b. If a fire hydrant is not available, tap existing water main. i) Connect to water main with 2-inch service tap and a corporation stop in accordance with Section 33 12 10. 2) Record water usage with a hydrant meter. 3) Do not tap existing water main, unless approved by the City. 2. Water service a. Connect 3/a-inch water service to 2-inch temporary water service main. b. Remove existin� meters, tag with address and provide to City Inspectar. CITY OF FORT WORTH 2O08 CIP Nei�hborhood Street Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01263 Revised July 1, 20ll 330430-4 TEMPORARY WATER SERVICES Page 4 of 4 1 ? 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ?? 23 24 c. Connect 3/a-inch temporary water service to existing private service. d. Cover domestic meter box with protective b ard or bamcade. C. Intersection and Driveway Approach Crossing for Temporary Water Service l. Crossing for Temporary Water Service Main a. Cover temporary service line with sufficient asphalt to protect service line and to provide a driveable crossing. b. If required to bury temporary service line due to high volume traffic, or other reasons required by the City, excavate, embed and backfill in accordance with Section 33 OS 10. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL A. Field Tests and Inspections l. Check each water service installation for leaks with full flow through the curb stop at the time the main is tested in accordance with Section 33 04 40. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] , 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUIVIMARY OF CIIANGE 25 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 � 2008 CIP Neighborhood Street Project City Project No. 01263 331210-1 WATER SERVICES 1-INCH TO 2-INCH Paoe ] of 13 1 ? SECTION 33 12 10 WATER SERVICES 1-INCH TO 2-1NCH AND 4-INCH 3 PART1- GENERAL 4 l.l SUMMARY 5 A. Section Includes: 6 l. 1-inch to 2-inch and 4-inch water service lines from the water main to the right-of- 7 way, fittings and water meter boxes complete in place, as shown on the Drawings, 8 directed by the Engineer, and specified herein for: 9 a. New Water Service 10 b. New Water Service (Bored) 11 c. Water Meter Service Relocate 12 d. Private Water Service 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Products Installed but not Furnished Under this Section 16 l. Water meters for various sizes 17 18 19 20 21 ?? 23 1.2 24 25 26 ?� �g 29 30 31 32 33 34 35 36 37 38 39 40 41 D. Related Specification Sections include, but are not necessarily limited to: l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 4. Section 33 OS 10 — Utility Trench Excavation, Embedment and Backfill 5. Section 33 12 25 — Connection to Existing Water Mains PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. New Water Service a. Measurement 1) Measurement for this Item shall be per each New Service complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by open cut construction. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the unit price bid per each "New Water Service" installed for. a) Various sizes c. The price bid shall include: 1) Furnishing and installin� New Service Line as specified by the Drawings 2) Submitting product data 3) Tapping saddle 4) Corporation stop 5) Curb stop 6) Fittings CITY OF FORT WORTH 2O08 CIP Neighborhood Street Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01263 Revised July 1, 2011 33 ]210-Z WATER SERVICF,S 1-INCH TO 2-INCH Pagc 2 of 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 2 3 7) Service line installed by open cut � 8) Connection to meter 9) Connection to existing service 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material 14) Clean-up 15) Disinfection 16) Testing New Water Service, Bored a. Measurement 1) Measurement for this Item shall be per each New Service complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by trenchless method. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid far at the unit price bid per each "New Water Service, Bored" installed for: a) Various sizes c. The price bid shall include: 1) Submitting product data 2) Tapping saddle 3) Corporation stop 4) Curb stop 5) Fittings 6) Service line installed by trenchless method 7) Connection to meter 8) Connection to existing service 9) Pavement removal 10) Excavation 11) Hauling 12) Disposal of excess material 13) Clean-up 14) Disinfection 15) Testing Water Meter Service Relocate a. Measurement 1) Measurement for this Item shall be per each Water Meter Service Relocate complete in place from public service line connection to private service line connection. b. Payment 1) The work performed in conjunction with relocation of the meter, associated service line, fittings and meter box 5 feet or less in any direction from centerline of existing meter location and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Water Meter Service Relocate" installed for: a) Various size of services c. The price bid shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July l, 201 I 2008 CIP Ncighborhood Strcct Project City Projcct No. 01263 33 12 10 - 3 WATER SERVICES 1-INCH TO Z-INCH Pagc 3 of 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 1) Service line 2) Fittings 3) Connection to service line 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess material 8) Clean-up 9) Cleaning 4. Private Service a. Measurement 1) Measurement for this Item shall be per linear foot of Private Service relocation complete in place from the meter box to a connection to the existing service line on private property. b. Payment 1) The work performed in conjunetion with Private Service Line installation where the meter and meter boxes are moved more than 5 feet in any direction from centerline of existing meter location and materials furnished in accordance with the Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Private Service" installed for: a) Various sizes of service c. The price bid shall include: 1) Submitting product data 2) Private Service line 3) Fittings 4) Connection to existing private service line 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Clean-up 10) Cleaning 11) Disinfection 12) Testing 36 1.3 REFERENCES 37 38 39 40 41 42 43 44 45 46 47 48 A. Definitions 1. New Service a. Instaliation of new 1-inch to 2-inch Water Service Line by open cut construction from the water main to the right-of-way, including corporation stop, curb stop, fittings and water meter boxes complete in place, as shown on the Drawings. 2. New Service (Bored) a. Installation of new 1-inch to 2-inch Water Service Line by trenchless construction method from the water main to the right-of-way, including corporation stop, curb stop, fittings and water meter boxes complete in place, as shown on the Drawings. 3. Meter Service Relocate CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 20ll 2008 CIP Ncighborhood Strcet Projcct City Projcct No. 01263 33I210-4 WATER SERVICES 1-INCH TO Z-INCH Pagc 4 of 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 r� . a. Relocation and reconnection of the private service line from an existing meter to be abandoned and a new meter installed that lies within 5 feet of the existing meter. 4. Private Service a. Relocation and reconnection of private service line on private property where the existing meter to be abandoned and the new meter installed is greater than 5 feet of the existing meter. A licensed plumber is required to relocate the private service. B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM International (ASTM): a. A48, Standard Specification for Gray Iron Castings. b. A536, Standard Specification for Ductile Iron Castings. c. B88, Standard Specification for Seamless Copper Water Tube. d. B98, Standard Specification for Copper-Silicon Alloy Rod, Bar and Shapes. e. C131, Standard Specification for Resistance to Degradation of Small-Size Coarse Agb egate by Abrasion and Impact in the Los Angeles Machine. f. C150, Standard Specification for Portland Cement. g. C330, Standard Specification far Lightweight Aggregates for Structural Concrete. h. D883, Standard Terminology Relating to Plastics. 3. American Water Works Association (AWWA): a. C700, Cold-Water Meters - Displacement Type, Bronze Main Case. b. C800, Underground Service Line Valves and Fittings. 4. NSF International (NSF): a. 61, Drinking Water System Components - Health Effects. ADMINISTRATIVE REQUIREMENTS 30 A. Scheduling 31 L Provide advance notice for service interruptions and meet requirements of Division 32 0 and Division 1. 33 1.5 SUBMITTALS 34 A. Submittals shall be in accordance with Section O1 33 00. 35 B. All submittals shall be approved by the Engineer or the City prior to delivery. 36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 37 38 39 40 41 42 43 A. Product Data, if applicable: 1. Tapping Saddle 2. Corporation stop 3. Curb Stop 4. Service Line 5. Meter Box 6. Meter Box Lid CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcet Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Rcvised July 1, 2011 33 12 10 - 5 WATER SERVICES 1-INCH TO 2-INCH Pagc 5 of 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications l. Manufacturers a. Water Services shali meet or exceed the latest revisions of AWWA C800 and shall meet or exceed the requirements of this Specification. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Protect all parts such that no damage or deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment are ready for operation. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Prevent plastic and similar brittle items from being directly exposed to sunlight or extremes in temperature. 4. Secure and maintain a location to store the material in accordance with Section O1 66 00. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS 22 2.1 OWNER-FURNISHED PRODUCTS 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 A. Water meters for various sizes 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section O1 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section O1 25 00. 3. The Water Services and appurtenances shall be new and the product of a manufacturer regularly engaged in the manufacturing of Water Services and appurtenances having similar service and size. B. Description 1. Regulatory Requirements a. Water Services shall meet or exceed the latest revisions of AWWA C800 and shall meet or exceed the requirements of this Specification. CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Reviscd July 1, 2011 33 12 10 - 6 WATER SERVICES 1-INCH TO 2-INCH Pagc 6 of 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4'7 48 b. All Water Services components in contact with potable water shall conform to the requirements of NSF 61. C. Materials/Design Criteria 1. Service Lines a. Provide Type K Copper Tubing per ASTM B88. b. Furnish in the annealed conditions, unless otherwise specified in the Contract Documents. 2. Service Couplings a. Fitting Ends 1) Flared Copper Tubing with thread dimensions per AWWA C800 2) Provide coupling nuts with a machined bearing skirt of a length equal to the tubing outer diameter (O.D.). b. Provide with hexagonal wrench grip compatible with the coupling size. 3. Corporation stops a. Provide brass castings per AWWA C800 for: 1) Bodies 2) Plugs 3) D washers 4) Bottom nuts b. Machining and Finishing of Surfaces 1) Provide 1 3/4 inch per foot or 0.1458 inch per inch � 0.007 inch per inch taper of the seating surfaces for the key and body. 2) Reduce large end of the tapered surface of the key in diameter by chamfer or turning for a distance that will bring the largest end of the seating surface of the key into the largest diameter of the seating surface of the body. 3) Relieve taper seat in the body on the smali end. 4) Extend small end of the key there-through to prevent the wearing of a shoulder and facilitate proper seating of key. 5) Design key, key nut and washer such that if the key nut is tightened to failure point, the stem end of the key shall not fracture. 6) Design nut and stem to withstand a turning force on the nut of at least 3 times the necessary effort to properly seat the key without failure in any manner. 7) Port through corporation stop shall be full size to eliminate turbulence in the flow way. 8) Design stop for rotation about the axis of the flow passageway inside the following minimum circles in order to properly clear the tapping machine: a) Two 7/8-inch for 1-inch corporation stops b) Four 15/16-inch for 1'/z -inch and 2-inch corporation stops 4. Curb Stops a. Provide brass castings per AWWA C800. b. Valve plugs shall be: 1) Cylinder type 2) Plug type, ar 3) Ball type c. Incorporate full flow porting. d. Provide for full 360 degree plug rotation clockwise ar counter-clockwise. e. Overall Lenb h CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 2011 2008 CIP Ncighborhood Strect Projcct City Projcct No. 01263 331210-7 WATER SERVICES 1-INCH TO 2-INCH Pagc 7 of 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 f. b' h. 1) 3-5/16 inch + 1/8 inch for 1-inch diameter 2) 4-1/32 inch + 932 for 1-inch diameter Cylindrical Plug Type 1) Provide O-ring seal at top and bottom. a) O-ring at top only is acceptable if bottom of curb stop body is closed. 2) Seals shall be Buna N. 3) 1 O-ring seal shall surround the outlet port of the curb stop and act to effectively seal in the closed position. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. Tapered Plug Type 1) Provide O-ring seal at top and bottom. 2) The tapered plug and cylindrical recess in the valve body shall be machined to match within approved manufacturing tolerances. 3) Inlet and outiet ports shall be sealed by O-rings or combination Teflon U- shaped seal rings backed with O-rings. 4) The port in the piug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) A11 waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. Ball Plug Type 1) Provide double O-ring seals on the stem. 2) The ball shall seal against rubber rings mounted in the valve body at the inlet and outlet ports. 3) The ball shall be bronze with a smooth Teflon coating. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. 5. Straight Adapters a. Brass castings and threads per AWWA C800 6. Three Part Copper Unions a. Brass castings and threads per AWWA C800 7. Straight Meter Couplings a. Brass castings per AWWA C800 b. Threads per AWWA C700 c. Tailpiece with outside iron pipe thread d. Chamfer corners on threaded end of ineter nut. e. Machine inside and outside of tailpiece. 8. Branch Connections a. Brass castings per AWWA C800 b. Inlet and outlet connections per AWWA C800 9. Service Saddles a. Castings 1) Brass or Nylon coated ductile iron castings per AWWA C800 2) Free of porosity with sharp edges removed CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS Reviscd July 1, 20l l 2008 CIP Neighborhood Strcct Projcct City Projcct No. 01263 331210-8 WATER SERVICGS 1-INCH TO 2-INCH Pagc 8 of 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2'7 28 29 30 31 32 33 34 35 36 3� 38 39 c. f� 3) Fit contour ofpipe as follows: Minimum Outside Maximum Outside Nominal Pipe Size Diameter of Pipe Diameter of Pipe (inches) (inches) (inches) 1.50 1.900 2.000 2.00 2.375 2.500 2.25 2.875 3.000 4.00 4.900 5.000 6.00 6.900 7.100 8.00 9.050 9300 10.00 11.100 11.400 4) Saddle a) Form to fit iirmly against side of maximum diameter of water main with approximately 180 degrees wrap around. 5) Outlet a) Design outlet boss far no thread distortion by bending moments. b) Tapped far taper threaded corporation stop conforming to AWWA C800. b. Straps 1) Conform to ASTM B98. 2) Form flat to fit uniformly against the wall of the water main. 3) Rod diameter not less than 5/8 inch flattened to 1 inch on one side. 4) Straps shall be threaded 5/8 inch (11-NC-2A) for a distance such that '/Z inch remains after clamp is fully tightened on the pipe. 5) -Chamfer strap ends to protect the starting threads. 6) The threads shall be full and free from shear. 7) 4-inch and larger pipe shall be in accordance with Section 33 12 25. 8) Single straps are allowed for Saddles for pipe 2-inches in diameter and smaller. Nuts 1) Bronze material a) Same material as straps 2) Dimensions equal to or larger than heavy nexagon nuts 3) Tapped 5/8 inch (11-NG2B) Gaskets 1) Neoprene rubber materiai 2) Cemented to saddle and positioned to facilitate installation 10. Brass Flanged Angle Valve a. For 1'/2-inch and 2-inch services b. Brass castings per AWWA C800 c. Valve Body with integral outlet flange and inlet wrenching flat d. Fit together key and body by turning key and reaming body 1) Key with O-ring seal seat at the upper end 2) Lap key and body seat are to conform to corporation stop requirements of this Speciiication. 3) The outlet flange shall contain an O-ring seat or a uniform flat drop-in flange gasket surface. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised July l, 20ll 2008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 33 12 10 - 9 WATER SERVICES 1-INCH TO 2-INCH Pagc 9 of t3 1 2 3 4 5 6 7 8 9 10 li 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 4) Drop-in flange gasket surface shall contain gasket retaining grooves milled circular about the axis of the flange. 5) The size of the outlet flange and the diameter and spacing of the bolt holes shall conform to AWWA C700. 6) The flange on 2-inch angle valves shall be double drilled to permit connection to 1 'h -inch meters. 7) The inlet port of the valve shall be tapered to conform to AWWA C800 taper pipe thread. 8) The key cap shali include a wrenching tee marked with a raised or recessed arrow to show whether the valve is open or closed. 9) Valve Assembly (main body, key, key cap) a) Brass material per AWWA C800 b) O-ring seal on the top of the key between the key and body seat c) Key cap shall complete the assembly by attaching to the key by means of a strong bronze pin with phosphor bronze spring washer(s) depressed between the key cap and the top of the valve main body. d) Provide with padlock wings for locking the valve in the closed position. e) There shall be a uniform application of cold water vaive grease between the body and the key. � The valve shall be capable of being easily opened and stopping lugs. g) The waterway through the valve shall be smooth and rounded for minimum pressure loss, and shall be free of burrs or fins. h) The valve shall be strong, well designed, neat in appearance, water- tight and entirely adequate for the intended purpose. i) Provide with either a high quality rubber drop-in gasket or an O-ring seal depending on the manufacturer's flange seal surface desib choice. 1 L Meter Boxes shall: a. Be constructed oi 1) Linear Medium Density Polyethylene (LMDPE) as defined in ASTM D883, as follows: a) Not allowed to be located within driveways b) Minimum wall thickness of 0.500 inches c) Black exterior to provide LJV protection d) Exterior free from seams or parting lines e) Smooth edges and corners and be free from sharp edges so the unit can be handled safely without gloves. 2) Concrete a) Frame of No. 6 gauge wire welded closed b) Type I or Type IT Portland cement, in accordance with ASTM C150, portioned with lightweight agb egate, in accordance with ASTM C330 (1) Percentage of wear not to exceed 40 per ASTM C131 (2) Minimum 28 day compressive strength of 3,000 psi b. Be able to withstand a minimum 15,000 pounds vertical load c. Withstand a minimum 400 pounds sidewall load. d. Class A Standard Meter Box 1) For use with services utilizing 5/8-inch x 3/4-inch, 3/4-inch or 1-inch meter 2) Size a) 11-inch x 18-inch Box, 12 inches high e. Class B Standard Meter Box 1) For use with services utilizing 1-1/2-inch or 2-inch meter CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised July 1, 201 l 2008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 33 ] 2 10 - 10 WATER SERVICF,S 1-INCH TO 2-INCH Pagc 10 of 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 12 13 14 36 2.3 ACCESSORIES [NOT USED] 37 2.4 SOURCE QUALITY CONTROL 38 39 40 41 42 43 44 45 46 A. Tests and Inspections 2� S1Ze a) 15.25-inch x 27-inch Box, 12 inches high f. Class C Standard Meter Box 1) Far use with services utilizing two 5/S-inch x 3/4-inch or 3/4-inch meters 2) Size a) 18-inch x 16-inch Box, 12 inches high Meter Box Lid a. Cast Iron or Ductile Iron 1) Per ASTM A48, Class 30B or ductile iron per ASTM A536 2) Shall withstand a minimum vertical load of 15,000 pounds 3) Coat castings with a bituminous emulsified asphalt unless otherwise specified in the Contract Documents, ground smooth, and cleaned with shot blasting, to get a uniform quality free from strength defects and distortions. 4) Dimensions shall be within industry standards offl/16 inch per foot. 5) All castings will bear the Manufacturer's IS (name or logo) and Country of Origin. 6) Casting weights may vary �5 percent from drawing weight per industry standards. b. Plastic 1) Plastic meter lids not allowed to be installed within driveways. 2) The lid sha1L• a) Be modified polyethylene material with ultraviolet protection b) Seat securely and evenly inside the Meter Box and shall not overlap the top edge of the Meter Box c) Have a grid pattern for skid resistance d) Be solid through and rated for traffic loads e) Include '/�-inch rebar segments which can be utilized for location purposes Horizontai Check Valve a. Equip 1 YZ-inch and 2-inch Water Services with a horizontal check valve, with pipe plug, only if specified in the Drawings. b. If an existing backflow preventer is present, the Contractor is to leave it, and is not required to provide an additional horizontal check valve. Service Marker a. 3 inch wide, 5 mil blue vinyl tape 1. At the City's option, the manufacturer shali be required to provide certification records showing conformance of materials, design and testing to these Specifications. 2. The test procedures shall conform to AWWA C800. a. In the event that a chosen valve fails the City's hydrostatic test, the cost of the test shall be at the expense of the supplier. b. Proof testing of the remainder of the valves shall be at the cost and responsibility of the supplier. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised July 1, 201 ] 2008 CIP Ncighborhood Strcct Projcct City Projcct No. 01263 33 12 10- 11 WATER SERVICF,S 1-INCH TO 2-INCH Pagc 1 1 of 13 1 c. These tests wiil be the basis of acceptance or rejection of the remainder of the 2 shipment by the City. 3 3. The City reserves the right to select products at random for testing. The failure of 4 materials to conform to the applicable Specification may result in the rejection of 5 the entire shipment. 6 B. Marking '7 1. Service saddle castings shall be clearly marked by letters and numerals cast thereon 8 showing: 9 a. Manufacturer's name 10 b. Type 11 c. Size of Pipe 12 PART 3 - EXECUTION 13 3.1 INSTALLERS 14 A. A licensed plumber is required for installations on the outlet side of the service meter. 15 3.2 EXAMINATION [NOT USED] 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install Water Services and appurtenances in accordance with AWWA C800. 2. Install Water Service Lines 5 feet north or east of center of lot frontage on lots 75 feet or wider, or where shown on Drawings. 3. Install Water Service Lines on lot center line on lots less than 75 feet wide, unless otherwise shown on the Drawings. 4. Install services at a minimum depth of 36 inches below final grade/proposed top of curb, unless otherwise specified in the Contract Documents. 5. Perform leak tests in accordance with Section 33 04 40. 6. Replace existing 3/4-inch Service Lines with 1-inch new Service Line, tap, and corparation. 7. Install replaced or relocated services with the service main tap and service line being in line with the service meter, unless otherwise directed by the City. 8. Excavate, embed and backfill trenches in accordance with Section 33 OS 10. B. Handling 1. Haul and distribute Service Lines fittings at the project site and handle with care to avoid damage. a. Inspect each segment of Service Line and reject or repair any damaged pipe prior to lowering into the trench. b. Do not handle the pipe in such a way that wiii damage the pipe. 2. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 201 l 2008 CIP Neighborhood Strcct Projcct City Projcct No. 01263 33 12 ]0-12 WATER SERVICES 1-INCH TO Z-INCH Pagc 12 of 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ZO 21 22 23 24 25 26 27 28 b. Effectively seal the open end of the pipe using a gasketed night cap. C. Service Line Installation Service Taps a. Only ductile iron pipe may be directly tapped. b. Instali service taps and/or tap assemblies of the specified size as indicated on the Drawings, or as specified by the Engineer. c. Perform taps on a water systcm that is either uncharged or under pressure. d. Taps consist oi 1) For Concrete Pressure Pipe or Steel Pipe a) Standard internal pipe threaded holes in the pipe wails (1) Made during pipe fabrication (2) Provide tapered threaded outlet with nylon sleeved inserts for up to 2-inch. (3) Provide flange outlet with flange to thread insulator adaptor kits for 4-inch and larger taps. 2) Other pipe materials a) Bronze service clamp with a sealed, threaded port through which the pipe wall is drilled to complete a service port e. Tap Assemblies 1) Consist of corporation stop with iron to copper connection attached to: a) Copper tubing terminating as shown on the City's Standard Detail b) May be required adjacent to gate valves c) Install as shown on the Drawings, or as directed by the Engineer. d) When required, shall be included in the unit price bid for instaliing gate valve. 2) Chlorination and testing purposes a) No separate payment will be made for taps required for testing and chlorination. 29 2. Installation of Water Services 30 a. Install tap and Service Line in accordance with City Details. 31 b. Install meter box in accordance with City Details. 32 1) Adjustment of the Service Line to proper meter placement height shall be 33 considered as part of the Meter Box installation. 34 3. Trenching 35 a. Provide a trench width sufficiently wide to allow for 2 inches of granular 36 embedment on either side of the Service Line. 37 4. Bored Services 38 a. Services shall be bored utilizing a pilot hole having a diameter'/z inch to 3/4 39 inches larger than the Service Line. 40 5. Arrangement 41 a. Arrange corporation stops, branches, curb stops, meter spuds, meter boxes and 42 other associate appurtenances as shown in the City Detail, and to the approval 43 of the Engineer. 44 6. Service Marker 45 a. When Meter Box is not installed immediately subsequent to service installation: 46 1) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of the 47 service and extending through the backfill approximately 6 inches above 48 ground at the Meter Box location. CITY OF FORT WORTH 2O08 CIP Ncighborhood Strcct Projcct STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 01263 Rcviscd July 1, 20ll 33 12 l0- 13 WATER SERVICES I-INCH TO 2-INCH Pagc l3 of 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 b. Installation of service taps only: 1) Attach service marker tape to the corporation stop or plug and extend upward and normal to the main through the backfill at the adjacent trench edge to at least 6 inches above ground to flag the tap location. 7. Corporation stops a. Fully open corporation stop prior to backfill. D. Removal of Existing Water Meters 1. Remove, tag and collect existing Water Service meter for pickup by the City for reconditioning or replacement. 2. After installation of the Water Service in the proposed location and receipt of a meter from the City inspector, install the meter. 3. Reset the meter box as necessary to be flush with existing ground or as otherwise directed by the City. 4. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Check each Water Service installation for leaks and full flow through the curb stop at the time the main is tested in accordance with Section 33 04 40. 3.8 SYSTEM STARTUP (NOT USED] 3.9 ADJUSTING [NOT USED) 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT. USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS Rcvised July 1, 20l ] 2008 CIP Neighborhood Strcct Project City Projcct No. 01263 � �' � ' ' GC-4.01 Availability of Lands - N� ac�c�itioF7cl easefs�ents ol- T ight of l,vc�y ��ec�zrir-cc� fo�� t�iis pt�«ject. GC-4.02 Subsurface and Physical Conditions — No sa�hsz.rtface ex��lo��ation%engi�zeE�t-ing�erfo�7ned fol� t�ris pr-ojecl GG4.04 Underground Facilities — Z'1�e�-e arc no k��owyl z.cnc�erb�-ounc�facilzties ia� cvnflict witl� this py-Uject GC-4.06 Hazardous Environmental Condition at Site —?'liere ar�c y�o I;n�tivn d�a�crl�c�oz�s eF��it-oynnef�tczl coazclit�orzs at ��- conligzroitis at this �r�oject site. GG6.06.D Minority and Women Owned Business Enterprise Compliance — See cattcrched, for��ns. GC-6.07 Wage Rates — See c�ttczehed I�I c� C,' aj�cl w�a�e f-c�te sheet.s GC-6.09 Permits and Utilities —IVo Known tazajoi- zctility conf7ict ��t- pet-mits ��eqzsil�ec� GC-6.24 Nondiscrimination No�re — No feder�czl crsszstance GR-O 1 60 00 Product Requirements — Pr�oposed �y-odicets sz�hrr�ittec� iF7 P1ie laic� �oeu��z�nts rnust ap�eaY irz tlze latest "City ��ft�or-t Wot-th Staf7c�arcl P�-c�d�ret List", foF- the hic� to be c�onsic�er-ec�'resFonsive_ PF-oc�ircts �r�zd�rocesses liste�� ir7 the "City of �'or-t �d'ot-tl� Stcrf7da�c� P�-oduct List" shall tie cofl.sic�ered to t�zeet �'itv of �'ot�i G�'o1�t17 rnini3nuraa t�chnical t-cc�uir-en�er�rl,s. �T-I.f11 GeoPec6�s2ical Re�of�t — See attacL7ed r�e�or-t STI�-�t'L I�ater Details S7'l�-SS Satzitaty Sewer� I�eicrils STI�-ST� Pcn�errretzt Re�air- I�etc�ils �STD-IH Pt�ojeci Designation Si;n STD-.�'D14 Sidewalk Rc�r�zp f�etails CITY OF FORT WORTH 2O08 CIP NEighborhaod St�•eet Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ci[�- Prr�ject No. 01'(i3 Rcvised July 1, 2011 � GC-6.06.D Minority and Women Owned Business Enterprise Compliance .� r . ._ . � , � �� . r� -, � . . _ . .. . _- . L � � L � �- L CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMF,NTS Rcviscd July 1, 2011 2005 C/P ,NeiKl�har-huod S1r�c[ Project Cr(r Projec•� No. 01263 "U�T WORTH _._._,.,,,��„!,,____- City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not 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 Ciry's current Business Diversity Enterprise Ordinance applies to this bid. � �.�, . .� i, r . ; The City"s MBE goal on this project is 15 % Of the tOtal bid (Base bid applies to Parks and Community Services). �9ote: If both MBE and SBE subcontr�cting goals are established for this project, then an Offero� r�ae�s� subra�u¢tr both a MBE lJtisization Form and a SBE Utilizati�n IForm to be deemed responsive_ COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders 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. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Of§er�r sE�all deliver the MBE docum�ntatior� ir� person to the appropriate �mployee of the managing depar�rr+ent and abtain a date/time receipt. Such receipt sha11 be evidence that the City received th� documenta�ion in tE�e tirroe allocated. A faxed copy �0€6 n�t be �cceptec➢. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid 4➢tilization Form, if no MBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. 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 ,�r�y ques�Aoa�s, �9ease coniact �he BUB/V�BE 05�oce at (817) 2'82-2674. Rev. 5/30/ 12 ATTACHMENT1A , Page 1 of 4 F4RT �ORTH City of Fort Worth ____�~_ _ MBE Subcontractors/Suppliers Utilization Form P IME COMPANY NAME: � Check applicable block to describe prime �' i Z�1 � i� L_`1� PROJECT AME:dDOg �T�O e�h�,�}Y,.�J �,�p��ro�eL�- MM//Q6E NON-M//WD6E W- BID DATE C� � a City's MBE Project Goal: Prime's MBE Project Commitment: PR JECT NUMBER 1 ��o ,5.��a ��o o�a 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 Managing Department on or before 5:00 p.m. five (5) City business days 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. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 15` tier, a payment by a subcontractor to its supplier is considered 2�d tier 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 prime 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-operators, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 5/30/12 - ' -1 . � �ORT�'`ORTH ATTACHMENT 1A '�^�"' Page 2 of 4 S � Primes 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. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's MNVBE Office, which may be contacted for verification. Please note that onl certified MBEs will be counted to meet an MBE oal. Attach N NCTRCA Certificate ° SUBCONTRACTOR/SUPPLIER T � Detail Detail Company Name i Subcontracting Supplies Dollar Amount Address e M W S M Work Purchased Telephone/Fax � B B B B E E E E ROBERT GRANADOS TRUCKIN 5412 Kinaslink Circle � Fort Worth, Texas 76135 (817) 237-3520 � COWTOWN REDI-MIX PO Box 162327 � Fort Worth, Texas 76161 v (817) 759-1919 f (817) 759-1716 U �� MJ PIPELINE INSPECTION, INC. PO Box 851 ❑ ❑ Granbury, TX 76048-0851 I Melody Bendewald (817) 946-1126 � I JESSE P• TAYLOR OIL CO. 370] N. SYLVANIA AVE. FORT WORTH, TX 76137 GARY (817) 829-0939 HD SUPPLY WATERWORKS, Lt . PO Box 840700 Dallas, Texas 75284 (817)595-0580 I �� n� MMG BUILDING& CONST. SERVI E, LL P.O. Box 1298 Hurst, TX 76053 ❑ ❑ v(817) 510-0490 f(817) 510-0495 I I Trut�i<i r� � �-+� �. � �► SU ��) � -ry s�e �t � � c��-- L� �n �S �c� i I ,e,k I� 17�� 3`7, r�.� Coricr-e-+� ,2�d �' M ; x � 11(�� D� °o . f,,s • �U �I � ��,b�UD �� Pe ,�i � � �• 1 � � �Js � �a� ��eS �ga��`�� . :1 i r Rev. 5/30/12 Foxr'�VORTH � ATTACHMENT1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE oal. Attach N NCTRCA Certificate n SUBCONTRACTOR/SUPPLIER T Detail Detail Company Name i Subcontracting Supplies Dollar Amount Address e M w S M Work Purchased Telephone/Fax � E E E E RINKER MATERIALS PO Box 730197 Dallas, Texas 75373 —0197 (817)491-4321 ❑ � I�I I�I ❑ � I�I I�I � I�I 1-i ❑ ��i�iP� �' ; N � '-�S � 1IQ I �s D� $�f(x%c� Rev. 5/30/12 FORT'�VORTH � Total Dollar Amount of MBE Subcontractors/Suppliers - - _ �- , � Total Dollar Amount of Non-MBE Subcontractors/Suppliers G� G� TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS �$ ATTACHMENT1A Page 4 of 4 I � �� C� �� I�� a53, �c� °a The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval �f the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of �hange/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 contractor shall submit a ietailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the 9etail 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 bidder 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 ` I��'� �{es�c��e� �- Title ��Q�f�6�f.j"l (,1.. �i' (� � , L� Company Name � 0• ��c I� g Address -� � � `7 11 � City/State/Zip � �'C>�,� �c r�i �l � Pnnted Signature � �� ntact Name/Title (if different) �., ` (�� —�'�, �L7�� -�7ti�, gl7 -53N -y�s�� Telephone and/or Fax h 60� �� rt-('Xl � Hc��" ►� C.0»'� E-mail Address Date Rev. 5/30/12 GC-6.07 Wage Rates L � � �� n, � r,�' i� �� ;� � � !. , �� .,� � .w �, , . � . - , .. f4 . � : �, ' N..i�' • n�c : :r� .', , , ..l i , ' , CITY OF FORT WORTH 'Op8 C/P iVri,�hborhuod Street Proj�c� STAND/\RD CONSTRUCTION SPEC[FICATION DOCUMENTS Ci[�' Prnj�:cv Nu. 01_'63 Rcviscd July l, 201 1 C Cify of Fort Worth, Texas Mayor and Councii Communication � COUNCiL ACT[ON: Approved on 7/8/2008 �.s- �� DATE: Tuesday, July 08, 2008 LOG NAME: 30WAGE RATES REFERENCE NO.: '��G-'36190 SUBJECT: Adopt 2008 Prevailing Wage Rates for City-Awarded Public-Works Projecis 6.,..,.,.a,...�-...�.m� '�� . . RECOMMENDATlON: It is recommended #hat the Ciiy Council adopt the attached 2008 Prevailing Wage Rates for Ci#y-awarded public works prajects. DtSCUSSION: Texas Governmeni Code Chapter 2258 requires that a public body awarding a can#rac# for public works shail cEe#ermine the general prevai(ing rate ofi per diem wages for each craft or type of worker needed to execute the contract, and shall specify In #he bid documents and in the contract the prevailing wage rates in that locality. Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contrac�ors {ABC) and the American Sub-Contractors Assaciation {ASA}, conducts a wage rate survey for North Texas cons�ructian. The attaehed 2008 Prevailing Wage Rate data was compiled frorr� that survey. F[SCAL INFORMATION/CERTIFtCATION: The Finance �irector certifies that this actian wi11 have no material effect on City funds. TO Fund/Account/Centers FROM FundlAccountlCenters Submiited #or Ci_ Mana er's Office b� Originatinq DP�ar#meni Head: Fernando Cosia (8476} A. Dauglas Rademaker (6157) Additiona! Infiormation Contact: Eric Bundy (7598) � �� .. .. .. - _.... ,.. . L ' � HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air TooI Operator Asphalt DistribuTor �per Asphalt Paving Machine Asphalt Raker Asphalt Shoveler Batching I'lant Weigner Broom or Sweeper Oper; Butldozer O�erator Concrete Finisher, PaviFig Cancrete Finisher, Structures Concrete Paving Curbing Machine ( Concrete Paving �'inishing Machine Concrete Paving 7oint Sealer Operal Concrete paving Saw O�erator Concrete Paving Spreader Operator Concrete Rubher Crane, Clamshe;l, Bacl:hoe, Derrick Eiectrician Foz�m Builder/Sett� Form Setter, Pav�n �oundation Drill C Foundation Drill C Pront Bnd I�aader Laborer, Common Mechanic Mi3[ing Machine C Mixer Operator Motor Grader Ope Mo.or Grader Ope Oiler Painter, St!-uc�ures Pavement Markinf Structures & Curb erai;or, Crawler Mounted erator. Truck Mounted Fine Grade Fine Grade Machine Steel Setter, Paving Steel Setter, Structure Shovel Rotler Operator, Pt3eumaiic, 5eii-1'ropellea Roller Operator, S±eel Wheel, Fiat Wheel/Tampin� Rotler Operator, Steel WheeI, Plant Mix Pavement Servicer Slip Form Machine SDreader Box Oper� Tractor Operator, Crawler T� Tractor Operator, Pneu�natic Traveling Mixer Operator Truck Driver, Lowbay-Float Truck Driver, Sin�Ie Axle, Heavy Trucic Driver, Sin�le Axle, Light Truck Driver, Tandem Axle, Semi-Traiier Truck Driver, Transit-Mix Wagon Drill, Boring Machine, Post Hole Dritler Welder Work Zone Banricade Servicer $ I 0.06 $I3.99 $12.78 $� i.a� $ 8.84 $14.]5 $ 9.88 � t 3.22 �iz.sQ $12.85 $13.27 $ i 2.00 $13.63 $12.Sfl � 13.56 $14.54 $1(1.61 $14.12 $18.12 $ 3.43 $l I.63 $I 1.83 $13.67 $ib.30 $12.62 $ 9.18 � l 4.65 $ f 6.97 �Ii.83 $i 1.58 $15.20 $14.50 � 14.93 $13.17 $10.04 $II.04 $14.86 $1 b.29 $ t 1.07 $ i 0.92 $I1.28 $11.42 $1232 $I233 $ i 0.92 $12.60 $12.91 $12.03 $14.93 $ l I .47 $ I 0.9? $11.75 $12.�8 � 14.00 $ l 3.57 $10.09 � ' 1 ' • � ' 1 i CITY OF FORT WORTH ZfJ08 C!P Neiglzborhood St��eet Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cih- Project Na �12�� Rcviscd July 1, 2011 �} ��y��} ��i�� . � �1 k yd�� i r qf�� t w�� i {� �� .�, _�"��, .��"��y �� -, a � August 20, 2409 Mr. Richard E. Simpson, RPLS Neel-Schaffer, Inc. 512 Main Street, Suite 415 Fort Worth, Texas 76102 Phone: (817) 870-2422 Email: rick.simpson@neel-schaffer.com Re: Geatechnicallnvestigation Fort Worth 2d08 CIP Projects Pavement Reconstruction Belle Avenue, NW 23`d Street, NW 24th Street, & Macie Avenue Fort Warth, Texas MTE Project Na. E09-0610E Dear Mr. Simpson: Please find enclosed our report summarizing the results of the geotechnical investigation __ performed at the above referenced project. We frusf the recommendations derived from this investigation wili provide you with the information necessary to complete your proposec! project successfully. For your future construction materials tesfing and related quality control requirements, it is recommended that the work be performed by Mas-Tek Engineering & Associates, Inc. in order to maintain continuity of inspection and testing services for the project under the direction of the geotechnical project engineer. We thank you far the opportunity to provide you with our professionai services. If we can be of further assistance, piease do not hesitate to contact us. Sincerely, , . � , �� Michael D. Roiand, P.E. Project Engineer ',a", f . . < <.�„�;,; >,� - �.� �'� �C'',:'� ,:i� � wC , , ,� � � ��, �'`'� -� "" ,� �, i �. � a �€^ .� . � , � ,.�� r ��-- `� �'�� a �. '�> �� "�� r� Mark��Farc , �� Principal � �� '��:�° �,��"��- .: �;�� ty,ax��g��g°g� �� ¢�q�° ��i'd�� •"$`8 �Y" �'' �� Geotech�aa�al Consuttir�� & t�a.t�ri�ls i'�stin� 5! 32 Sharp Street Dallas, Texas 75247 972 709-7384 +: !' • f''' •' 1i: "! . � � � � -• � .. , • • . 1.0 INTRODUCTION -------------------------------------------------. 1.1 F'ROJECT DESCRIPTION -----------_.._____�_______. 1.2 P U R POSE A N D SCO PE ---------------------�--------- 2.0 FIELD INVESTIGATION_________________________________________ 3.0 LABORATORY TESTING--------------------------------------. 4.0 SITE AND SUBSURFACE CONDfTIONS------------______ 4.1 G E N E RAL S ITE CON D ITI O NS --------------------- 4.2 S U BS U RFAC E CON D ITi O NS----------------------- 4.3 SITE GEOLOGY-----------------___r....__w.,_-----__-- 4.4 GRO U N DWATE R CO iV D ITI O N S-------------------- 4.5 SOIL MOVEMENTS-------------------------____._..------ 5.0 ANALYSIS AND RECOMMENDATIONS-------------------- 5.1 PAVEMENT RECOMMENDATIONS --------------- 5.2 EXISTING FiLL SOILS-----______....________________�.�__ 5.3 SUBGRADE PREPARATION------------------------- 5.4 PAVEMENT SECTION RECOMMENDATIONS - 5.5 PAVEMENT CONSIDERATIONS ------------------- 5.6 SITE GRADING AND DRAINAGE-------------------- 5.7 FIELD SUPERVISIOf� AND DENSfTY TESTING 6.0 LIMITATIOIVS -----_______..---___�_...___-----._.________________ PRGE �-------------1 ..____.--_-----1 �-------------1 ._____________1 _�--------- 2 ------------- 2 _____________ 2 ___..________-3 ____-----___� 3 ------------ 3 ------------- 3 -------------4 ------------- 4 -------------4 ------------- 5 �_____----- 7 - ---------- 9 -----------10 -----------10 ----------- 11 ., � PLAf� OF BOftINGS --------------------------_.._____ LO G S O F B O R I N G S---------------------------------- LEGEND - KEY TQ LOG TERMS & SYMBOLS SWELL SUMMARY------------------------------------ FIGl9f2ES 1a & 1b 2 thru 9 ______ 10 - --- 11 fVIAS-TEK ENGINEERING & ASSOC�ATES �• r. t ' + • ,` i :' •i' •,' 11:. , • ''• � ' �' . ;, . , � � ' • ' �• I ' • � � ' . . � 1 • • Pavement reconstruction with the same curb to curb dimension is ta occur along 350' to 1100' lengths of the four streets indicated above in Fort Worth, Texas. it is understood that pavement reconstruction wili not require the removal of any trees. Pavement clesign was performed per the current City of For� Worth Pavement Design Standards Nlanual with the exception that only typical testing needed for pavement design was perfarmed as detailed below. Proctor cornpaction, UU Triaxial tests and CBR tests were not perFormed. CBR correlations were based on strength, sweli and index properties. ..• �� - The purposes of this geotechnical investigation were ta: 1) explore the subsurface conditions at the site, 2) provide boring logs that preser�t subsurface conditions encountered including water level observations and faboratory test results, 3) provide thickness measurements of the existing pavements at the core locations, and 4} provide subgrade and pavement recommendations for the roadway reconstructions. r r, ,, � The field investigation consisted of drilling eight (8) test borings at locations shown on Figures 1 a and 1 b. The test borings were advanced to depths of 10 feet. Prior ta dril(ing, the existing pavement was cored. A coring machine with core barrels was used to core the exisfing pavements. A truck- mounted drilling rig was used to advance the borings and to obtain samples for laboratory evaluation. The boring locations were located at the approximate locations shown on the Plan of Borings (Figures 1 a and 1 b). AS-TE9( ENGlNEER1NG & ASSOCIAT�S E09-0610 PAGE '0 Undisturbed samples of cohesive soils were obtained at intermittent intervals with stanclard, thin-walled, seamless tube samplers. These samples were extruded in the field, logged, sealed, and packaged to protect them from disfiurbance and maintain their in-situ maisture content during transportafion to our laboratary. A split-spoon sampler was used to obtain samples of granufar soils in accordance with the Standard Penetration Test. Rock hardness was evaluated by cone penetration tests. The test borings were backfilled and the pavement patched immediately upan completion of the borings. The results of the boring program are presented on the Logs of Barings, Figures 2 thraugh 9. A key to the descriptive terms and symbols used on the logs is presented on Figure 10. � _:•.; i;. Laboratory tests were performed on representative samples of the sail ta aid in ciassification ofi the soil materia(s. These tests inciuded Atterberg limits tes#s and moisture con�ent tests. Hand penetrometer tests were performed on the clay soiE samples to provide indications of the swel! potential and the foundation bearing properties of fhe subsurface strata. The results of these tests are presented on fhe Logs of Borings (Figures 2 through 9). The results of swell tests performed an representative samples of the ciay soils at this site are shown on Figure 11. • t • � : • � f • ; , -� • � • Pavement reconstruction with the same curb to curb dimension is to occur along 350' to 9100' lengths of four streeis indicated above in Fort Worth, Texas. Pavement design was performed per the current City of Fort Worth Pavement Design Standards Manua! with the exception that only typical testing needed for pavement design was performed as detailed below. Proctor compaction, UU Triaxial tests and CBR tests were not performed. CBR correlatians were basec! on strength, swell and index properties. lV1AS-TEK ENGiNEERING & ASSOCIATES E09-06'i0 PAGE 2 •. � •' �; �� Subsurface conditions encountered in the borings, including descriptions of the various strata and their depths and thickness, are presented on the Logs of Borings. Note that depth on all borings refers to the depth from the existing grade or ground surface present at the time of the investigation. Boundaries between the various soil types are approximate. � i • As shown on the Dallas sheet of the Geoloqic Afias of Texas, the site is locafed in an area underlain by the Fort Worth Limestone and Duck Creek Formation undivided. The Formations typically consist of interbedded layers of clay and limestone. Soils derived from the formations are typically highly plastic clays exhibiting a high shrink/swell potential with variations in moisture content. . �, - � � , • � �, , The borings were advanced using continuous ffight auger methods. Advancement of the borings using these methods allows observation of the initial zones of seepage. Groundwater was not encountered during drilling and the borings were dry at completion. It is not possible to accurately predict the magnitude of subsurFace water fluctuations that might occur based upon short-term observations. The subsurface water conditions are subject to change with variations in climatic conditions and are functions of subsurface soil conditions and rainfall. . � � Our scape of work did not include PVR studies or recammendations to reduce sail swell PVR. However, the subsurface exploration revealed clay soils having a moderate to high shrink/swell potential depending upon the mois#ure condition. See Figure 11. Also, as mentioned above, soils derived from the geologic formations are typically highiy plastic clays exhibiting a high shrink/swell potential with variations in moisture cantent. Therefore, differential soil swell movements shoufd be anticipated at this site. Ml�S-TEK ENGItdEE1:ING � ASSOCIATES E09-0610 PAGE 3 Existing trees are also present near the curb lines af both roadways. As the trees mature, the tree roots will extend below the pavement causing differential settlement due to ground shrinkage. An arborist should be contracted regarding the feasibility of root barriers along the curb lines near the trees in an attempt to reduce future settlements. �; ,, ,, , � . ; � �� -• s �� We understand that the streets to be reconstructed are classified as Residential-Urban (High Volume) with the City of Fort Worth. The following traffic data was obtained from TabPe 4.1 of the City of Fort Worth's 2005 Pavement Design Standards Manual and was used in developing the pavement section recammendations. Annual �SALS • 35, 000 % Growth • 0.0 Percent Desi n Life • 25 Years • ln order to provide adeguate pavement support, we recommend that the existing trench backfill be tested for compaction. Non-compact backfill (having a compactian level below 95% ASTM D698) should be removed and replaced in 8 inch compacted lifts. After excavation to the required subgrade elevation, the entire subgrade should be proofrolled. Proofrolling can generally be accomplished using a heavy (25 ton or greater total weight) pneuma#ic tired roller making several passes over the areas. Where soft, loose or compressible zanes are encountered, these areas should be removed to a firm subgrade. Wet or very moist surficial materials may need to be undercut and either dried or replaced with proper compaction or replaced with a material which can be properly compacted. Any resulting void areas should be backfilled to finished subgrade in 8 inch compacted lifts campacted to 95 percent of maximum dry density as determined by ASTM D 698. Clay soils having a PI over 30 should be compacted at optimum to +3% above optimum. Sandy soils MAS-TEK ENGINEERING & ASSOC(ATES E09-0610 PAGE 4 having a PI less than 30 should be compacted at -2 to +2 percentage points of its optimum moisture content. After proofrolling is performed and any saft, loose or compressibie zones are removed and replaced, compact upper 8 inches of subgrade ta 95% ASTM D698 as specified above. Then fill to pavement subgrade using on-site clay soils. Compact the fill in 8 inch compacted lifts compacted to 95 percent of maximum dry density as determined by ASTI1� D 698 as specified above. Where lime-stabilization is to be perFormed, the upper 8 inches of the pavement subgrade should consist of clay and sandy clay soils that are relatively free of large rock and excessive stone and gravel. Sand should not be used as fill in the upper 8 inches of the pavement subgrade. -• � -- - � , � Surficial clays present at this site are active and are subject to lasses in shear strength with the increases in moisture content +rvhich normaliy occur beneath area paving. They typically react with hydrated fime which serves to improve their support value at higher rnaisture levels and provides a firm, uniform subgrade beneath the paving. Based upon fhe results of Atterberg limits testing, 6 to 8 percent hydrated lime by dry weight (36 to 48 pounds per square yard per 8-inch depth) should be anticipated to stabilize the existing clay subgrade. The actual lime requirement wili depend upon the actual subgrade soiis exposed at final grade. We recommend that lirr�e / Atterberg limits tests are performed once final pavement subgrade has been achieved in order to determine the optimum amount of hydrated lime required to stabilize the subgrade. The lime should be thoroughly mixed and blended with the highly active subgrade soil (TxDOT (tem 260) and the mixture compacted to a minimum of 98 percent of maximum dry density as determined in accordance with ASTM D698, within 2 percentage points of the soil's optimum moisture content. We recommend that this lime stabilization extend 1 to 2 feet beyond pavement edges, if possible, in order to reduce the effects of shrinkage during extended dry periods. After blue top stakes are set in preparation for grading the lime stabilized subgrade, depth checks should be performed to verify that the specified depth of stabilization is present after final grading of the stabilized subgrade. M,4S-TEK ENGIfVEERiNG & ASSOCiATES EOS-0610 PAGE 5 Sand should be specifically prohibited beneafih pavement areas during final grading (after stabilization}, since these more porous sails can allow water inflow, resulting in heave and strength loss of subgrade soils. It should be specified that only lime-stabilized soil {or compacted rock fines where limestone is present at final pavement subgrade} will be allowed for fine grading. After fine grading each area in preparation for paving, the subgrade surface should be lightly moistened, as needed, and recompacted to obtain a tight non- yielding subgrade. Project specifications should allow a curing period between initiaP and final mixing of the lime/sail mixture. After initiai mixing, the lime treated subgrade should be lightly rolled and maintained at or within 5 percentage points above the soil's optimum moisture content until finai mixing and compaction. We recommend a 2 to 3 day curing period for these soils. The following gradation requirements are recommended for the stabilized materials prior to final compaction: Minimum Passing 1 3/4" Sieve Minimum Passing No. 4 Sieve Percent 100 60 Ail non-slaking aggregates retained on the No. 4 sieve should be removed prior to testing. The prepared subgrade should be protected and moist cured or sealec! with a bituminous material for a minimum of 7 days or until the pavement materials are placed. Pavement areas shauld be graded at all times to prevent ponding and infi(tration of excessive maisture on or adjacent to the pavement areas. Due to the presence of expansive clay soifs, some pavement movements should be anticipated. Inspection during construction is particularly important to insure proper construction procedures are followed. Where asphaltic concrete pavement is used, a geotextile separator sho�ld be placed on the lime-stabilized subgrade at the contact between the flex base and the lime-stabilized subgrade. The geotextile shali be as specified in the "Special Technical Specifications" in Appendix C of the City of Fort Wor�h's 2005 Pavement Design Standards Manual. AS-TEK ENGINEERING 8� ASSOCIATES E09-06'i0 PAGE 6 5.4 PAVE ENl' SECTION RECO �ND�QTIONS The pavement section recommendations provided below were designed based upon AASHTO Guide for Design of Pavement Structures using DARWin 3.1 computer program. A summary of the inputs are provided below: ('nnnro4o D�i�omor�� Design E 18's: Initial Serviceability: Terminal Serviceabi(ity Modulus of Rupture: Elasticity Modulus: Effective k-value: Reliability Level: Standard Deviation: Load Transfer J: Drainage Coefficient: 875,000 (35,000 ESALs / year for 25 years with O.Q% growth rate) 4.5 2.25 550 psi (3,600 psi Concrete) 3,712,500 psi 250 psi/in - for 8 inches of lime-stabilized subgrade 85% Q.35 � 3.2 1.0 Asphalt Pavement Design E 18's: 875,000 {35,000 ESALs ! year for 25 years with 0.0% growth rate) Initiai Serviceability: 4.2 Terminal Serviceability: 2.0 Soil Resilient Modulus: 4,118 {untreated subgrade — CBR of 3) Reliability Level: 80% Overall Deviation: 0.45 AS-TEK ENGINEERING & ASSOCIATES � ' , �, ' �, . The following Table presents the recommended pavement section for this project: • � � •� • • •• �- � ;. -.:. ._ . PCC SECTiON 7 inch Por�land Cement Concrete (3,600 psi Concrete) 8 inch Lime-Stabilized Subgrade Fi AC SECI"10 2 inch Type C Surface Course 4 inch l"ype B Binder Course (2 lifts} 8 inch Crushed Stone Flex Base or Crushed Concre#e Sase {2 lifts) 8 inch Lime-Stabilized Subgrade *- The recommended pavement sections above inciude a small construction toferance. The concrete having a minimum 28 day compressive strength of 3,600 psi. Concrete quality will be important in order to produce the desired flexural strength and long term durability. Assuming a nominal maximum aggregate size of 1 inch to 1 3/8 inches, we recommend that the concrete have entrained air of 5 percent (± 1%) with a maximum water cement ratio of 0.44. Proper joint placement and design is critical to pavement performance. Load transfer at all joints and maintenance of watertight joints should be provided. Control joints should be sawed as soon as possible after placing concrete and before shrinkage cracks occur. All joints including sawed joints should be properly cleaned and sealed as soan as possible to avoid infiltration of water. The joint construction and spacing and reinforcing should be in accordance with the City of Fort Worth's 2005 Pavement Design Standarcls Manuai. We recommend that the perimeter of the pavements have a stiffening curb section to prevent possibie distress due to heavy wheel loads near the edge of the pavements and to provide channelized drainage. �s-rEK ��Gi�EERiN� s� assocr,��Es �os-os�a �a�E s All asphaltic concrete construction should comply with requirements of 1"xDOT, Item 340 {1993 Edition)_ The flex base should meet requirements of TxDOT Item 247, Type A, Grade 1, compacted in 4 to 6 inch lifts at or above optimum moisture content to a minimum of 95% Modified Proctor density (ASTM D1557). ., � ; � .� �., It is recommended that provisions be made in the contract to provide for proofroliing in areas where the subgrade will support new pavements. It is also recommended that an item be included for removal and replacement of soft materials, which are identified by this procedure. Proofrolling can generally be accomplished using a heavy (25 ton or greafier total weight) pneumatic tired roller making severai passes over the areas. Where soft or compressibfe zones are encountered, these areas should be remaved to a firm subgrade. Wet or very moist surficial materials may need to be undercut and either dried or repiaced with proper compaction or replaced with a material which can be properly compacted. Any resulting void areas should be backfilled to finished subgrade in 6 inch campacted lifts compacted to 95 percent af maximum dry density as determined by ASTfV� D698. Clay soils having a PI over 25 should be compacted at optimum #o +3% above optimum. Sandy soiis having a PI less than 25 should be compacted at -2 to +2 percentage points of its optimum maisture content. Achieving the required field density is dependent upon the adequate pulverization of the clay fill materials, the magnitude of compaction energy and the maintenance of field moisture near aptimum. Ai1 joints and pavements should be inspected at regular intervals fo ensure proper performance and to prevent crack propagation. The soiis at the site are highly expansive and differential heave within the paving areas will occur. fn most areas, relatively deep expansive clay sails are present. Large upward pavement movements due to soil swe!ling are anticipated. Large differential �pward pavement movement could also occur in any areas where the pavement is widened. If it is desired to reduce differential upward soils swell movements, excavation and moisture conditioning in lifts would be required. The e�ent of excavatian would depend upon the desired tolerance for movement. iVIAS-TEK ENGINEERING & ,4SSOCIAI'ES E09-4610 PAGE 9 The service life of paving may be reduced due to water infiltration into subgrade soils through heave induced cracks in the paving section. This will result in softening and loss of strength of the subgrade soils. A regular maintenance program to seal paving cracks will help pralong the service life of the paving. The life of the pavement can be increased with proper drainage. Areas should be gracled to prevent ponding adjacent to curbs or pavement edges. Backfill materials, which could hold water behind the curb, should not be permitted. Fiaf pavement grades should be avoided. Due to the presence af deep utility backfiii in some areas and highly expansive clay in other areas, the use of reinforced cancrete pavement woufd be preferred to accommodate differential pavement movements. . - . �,, . � � ,- � ., All grading should provide positive drainage away from the proposed pavements and should prevent water from collecting or discharging near the pavements. Water must not be permitted to pond adjacent to the runway pavements during or after construction. Otherwise, soil swell movements could exceed the estimates contained in this report. The pavements will be subject to some post construction movement. Joinfs in the pavements should be sealed to prevent the infiltration of water. Since some post construction movement of pavement may occur, joints should be periodically inspected and resealed where necessary. i ' ` � ,, i � Field density and moisture content determinations should be made on each lift of fill with a minimum of 1 test per 150 I.f. of pavement. Supervision by the field technician and the project engineer is required. Some adjustments in the test frequencies may be required based upon the general fi11 types and soi! canditions at the time of fill placement. Many problems can be avaided or solved in the field if proper inspection and testing services are provided. It is recommended that all site and subgrade preparation and pavement placement be monitored by a qualified engineering technician. Density tests should be performed to verify compaction and moisture content of any earthwork. Inspection should be perFormed prior to and during concrete and asphalt placement operations. Mas-Tek Engineering & Associates, lnc. employs a group of experienced, IV�AS-TEFC ENGIlVEEf21NG & ASS�C9ATES E49-061Q PAGE 90 well-trained technicians for inspection and construction materials testing who would be pleased to assist you on this project. . t • • The professional services, which have been performed, the findings obtained, and the recommendations prepared were accomplished in accordance with currently accepted geotechnical engineering principies and practices. The possibility always exists that the subsurface conditions at the site may vary somewhat from those encountered in the test borings. The number and spacing of test borings were chosen in such a manner as to decrease the possibility of undiscovered abnormalities, while considering the nature of loading, size, and cost of the project. If there are any unusua! conditions differing significantly from those described herein, Mas-Tek Engineering & Associates, Inc. should be notified ta review the effects on the performance of the recommended foundation system. The recommendations given in this report were prepared exclusively for the use of the client, and their consultants. The information supplied herein is applicable only for the design of the previously described clevelopment to be constructed at locations indicated at this site and should not be used for any other structures, locations, or for any other purpose. We wili retain the samples acquired for this project for a period of 30 days subseguent to the submittal date printed on the report. After this period, the samples will be discarded unless otherwise notified by the owner in writing. MAS-TEK ENGiNEERING & ASSOCIATES E09-0610 PAGE 11 Project No: _ E09-061 d � � � BELLE AVE., NW 23AD STREET, I�EW 24T" STREET, & MAc�E AvE�uE �iGURE ��-�� °��$ PAVEMENT RECONSTRUCTION — FORT WORT11 � ��a, ��. PdO: 1 � � � ,f � . [ j • � ( �' . {j k�' � �i�°� 1 �,s � � �� l�` I I 1� 1 iJ � d � k t , � . � a a �e' �. e._ o u,-� .m k.. - ( ` l�i�� z r:a � € ,� -:• �,.� a � � � � � r �,4 ti 1 , x `. t � � ' � � i � .,t � , �` xt �; ` � r �} � � ,. . � .. � .g 4 Y _ � � � .. a4As _ � ��t r �r = , �..��,�„ «u:�xp �,� ,��- ' ,�,� ., ;i ,�,' `i'.��„ ,,,, �-� i� �„ ? :l�7' $ CtiC �+,��a � C,.. , _..... ... . . . i . �, , s ir �. 44 : ,, n � _..�. �� L C�OF� t G -1 Project: �avement Recons�ructifln - Beile & N.VI/. 23rd Street - Ft. llVor�h, 'fexas Date: 07/08I2009 Elev.: Loca4ion: See Figure 1 Depth to water at completion of boring: Dry De�fh to w�ater when checked: was: Depth io caving when checked: was: ��.evAT3C+vF sa�zs�rM�aa�.s o�arw sar�r��asvr�n�c�s DESCRfPTION f�sat� � FiELD TE&T �JA7A �� G� i t� —_ _.___. -i6 -a� wo �5 �� JJ _7� ��5 �SPHALT� �''` �ight brown clavev r_g avell Sy AND w/ limestone ��rra menfs BASEy �S� _� � ��L__.. � � � �0,6•, -�Li�ht brown calcareaus CLAY w/ calcareous depo�its �3t�" ��Moderately hard to hard tan weathered._LIMESTONE �� 20t6" so�s s• �,c1ay s�ams, fracfurec� Light brown CLAY w/ calcareous deposits & hard 9f5� limestone seams 9?/6" 201"0" 11B" 22/6.. 20/6,. 50/4" Boring terminated at 10' f, ... •.- . r,�. � P=iC LL ?l Pc .2C�i pfJ P_FErd UNC4td � 51r��n , ':c cFa pd ' IS� ks-` ,o s � 37 r zc � _ _ __ � _ [ 3a �� b''� �1s :�3a ..— "" m� �.s+.� _. �_ — _ :,�., � s�= : 5++ is ', � 5.5�++ 4_5++ � _ _ . . . �OC� OF �OI�I�VG �-2 Project: Pavement Reconstruction - Belle 8� fV.W. 23rd Stree� - F�. 11Vorth, Texas Date: 07/08/2009 Elev.: Location: See Figure 1 Depth to water at completion ofi boring: Qry Depth to waier when checked: was: Depih io caving whera checkeci: was; Et�vATTOh�,� sGIL sYMC�41S �a�r�r�� s�M��Rs�nieo�s DESCRIPTION (f€=ai1 c". FEEL[I TEST tIATA _., __.—� �c, � , �'42 5" f15PPiA{..T � ,�..�� z� � _`� Dark brown & tan claveV_gravelly__SAND w/ limestone I � '!tfLragments �BAS�� _. -�--�----- ` _ � � �Dark brown calcareous CLAY w! calcareous nodules , — _ r , -� _.., Light brown & tan calcareous CLAY w/ calcareous . . � � � 71G' � � `z�� sr�� \nodules _ _ __. _.._._� ��j � g';�;, Tan & fight gray CLAY w/ calcareous deposits -19 ,; �� ,� aa ss f�otes �rs�. Iit6" ere�� 616" ilG" Boring terminated at 10' �� . � . , �,• �. r �G � L'L Pi J�� _26C: D4 P.��V UitiCO,�! Jtr�in °� � pqF Fsf' ksS _ _ _ �� n� �n ��s._ � ..�� _ � �� _ e . -- � : �� _ _._ _ _. ._ __ __ _ _ _. __ _ __ __. _._ .. �`� 5� 1 s a< c.5+ �� i a� ' 1€3 � � � i.5.•� FIGURE: 3 LOG F � RI G -3 Project: Pavement Reconstruction -�elPe R N.1N. 23rc! Stree� - Ft. t�/orth, Texas Date: 07/08/2009 E6ev.: Location: See Figure 'f Depth to waier at completion ofi boring: Dry Depih to water when checked: e�as: Depth to caving when checked: was: ELEVA7tQNI Sdt�SY'M460LS oEPrr� sarJ1P�.��.sYr�ssc��s DESCRIPTlON iir�6t?� � �7ELD TEST L7ATfi� � '_ 0 � . a .,y � ,s�� ._ � _ _ __. S To ,� tQ 7�j a� -'� .. _, 3 � 8 ASPNALT _„ ;Brc�wn fEne to m � _m� ��. ie,..�_�__�__� ' _ edium fine SAND w/ gravel �BA�E ,s.� � -��Hard 4an weathered_ LiMESTQNE _ Light brown & tan calcareous CLAY w/ calcareous deposits _ _._ � .._...__.......— Tan & light gray CLAY w! hard limestone seams Hard tan weathered. LlMESTONE, fractured �s� '�`°>s�� goring terminated at 10' I�lif�l Projeci PVo.: E09-06'f 0 h�iC LL �L P� -264 DQ P.PEh U�2G0^I ' Sttairt tr, F� ;� a::f t<* �:sr l id 28 is �^ '" -- — - _ _ 13 � 3a i r 2'1 ,, i �.sk� - - - - 4.5++� _ � � _ _ e_ - -� - _ _ _ �- _ _ _�� +-� .__ . -- — _ _ � . __. __ �{�� -� F'roject: P�vear�ent FZeconstr�rc�ion -�ell� � N. . 23rd Street - Ft. arth, Texas Date: 07108/2Q09 Etev.: Locaiion: See Figure 1 �epth to wat�r ai corvopleiion of boring: Dry Depih to water �nrhen checkec9: ��s: Depth io caving when checkee�: was: ELEVATION/ SOIL SYMBOLS ...... OEPTH SAMPLERSYMBOLS DESCRIPTION (feat� & FIEL�-J TEST DATA ( 0 ft�� o _. I�IOt@S -s -10 15 20 25 30 35 �1 ASPHALT " = — sao.5�� t�aark brown�rav�_CLAY w/ cre�shed [irnestane �B saa�s�� L�ht br�wn sil��C�AY wl limesfiane fragments Hard tan weathered LIM_ESTO(VE, fractured w/ clay seams soio.�s 5�10?5" 54/�25" soro.,2�� goring terminated at 10' �(TE, IIVC. . . c � � . t, MC LL � PL P� -200 DD ' R.PEN UNCOPJ � Strain % % % % pcf lsP ksf ! �= � �� . � _ ._ � _�� .. _ � g ,zo �s tf, �� -� Project: Pavernen,t Reconstruction - Belte & fV.W. 23rd Sfreei - Fi. �tlorth, Texas Date: 07/0812009 Elev.: Location: See Figure 1 Depth to water at completion of boring: Dry Depth to water when checkec9: W��; Depth to caving when checked: was: ELE4��71Q�ti SOiI SYM60LS pEPTt{ SAMPLER SYMBOLS DE.SCRIPTIC�N t�aeti �'. FfELD TEST DA7A ._ �.�_..__ _..._.�... ,.. . ; � � `,'1' ASPNALT � `�.�`; t - ��. �''�: '`�,C inht hm�nin fina tn mcrliiim finc ennm �M1�/ n�o"ol a ,o � zs � 34 � NO�@S ��+� � ��yi �� y� uy vuwcu cvuo y�� vvr �.awa� cvuo deposits _ __.__. _...._ ________.—_, __.. y Hard tan weathered___LIMESTONE, fractured w/ cla seams '°'°''�� ---goring termina�ed at 10' ��"�� C, ' � _ ;� F,+ i• t lFiC C� I�L � R� '_29�J DG � �.PE�t �iyc.�V �':ir:trr o� ol � 5 pct tSf�� sT ?� 13 37... i� 9 F'�� l lm� 4 5+�� __, . �.` _ 1�3 I36 S; 1�� ,h� � LOG �F � ! (� -6 Project: Pavernent i2econstruction - Belle & t�.V�. 23rc6 Sireet - Ft.1l11orth, 'Texas Dafe: 07J08/2009 Elev.: �ocation: See Figcare i Depth to water at completion of boring: Dry Depth tv water when checked: ��5; Depth io caving when checked: was: ELEVAT1tiN1 SOIL SYMBOLS ' �• , r•,i. � �� 'JE°'7H SAMPLEft SYMBOIS DESCRIPTION t``�� -�- p� c+E �'?00� G�J�� P.PEN . UhCf}td SV�i:�, fS`aet➢ 8 FIELD TEST DATA °�b <o- f :G � tc� kst °5 ... _ -- . I .. � G : O'a:.'t'` _'.� . — _ . _ ' ' — _ — =. ��: �. �- � � � �, i I _,o �_ i I_,� ; i. � i � t� � , i �- z� so � 3Wo�es: iUN7E, il�C. ��1 5 A�PF;f��T � _ �f�-- - - - ` — - � -- - - ; Dark brown & tan d�ey graveliy SAND (Fine crush ;' �ais�� `�S�Oii@ $A..._��}� �i � �� a 57 as�+ ;a'6�� Tan severel weathered LIMESTONE, hi hl fractured .,s;s�� Y . 9 Y w/ clay layers soio.s~ 5o�o.s�� _ _ _ � � _- -- — - _ _'�_ _ _��_ � _ _ _� _.. � ,;�5�� Tan & light gray CLAY w/ hard limestone seams �`' '~ `�" �4 28t5' SOr6" £ 35/5" 50/.i , . •i.5�+ . .... _� _ _ �....._.. _._ �..._ ._ _ ._ _ _ �..e... ..... _ . _. eo�o;s•� Hard tan weathered LIMESTONE, fractured w/ clay soio�• '� seam_S —__ __._ ,'� --. � ____ ._ ._�_._ ;—_ Boring terminated at 10' �� .�� , �� FIGURE: 7 1 L G F {) I -7 Project: f'avement Recons#ruc�is�ra - Belle � IV.V�. 23rt� Street - Fi. Ul/orih, T�xas Date: 07/08/2009 Elev.: Location: See Figcare 1 Depth fio uvater at completion of boring: Dry Depth to wa#er when checked: w��: Depth to caving when ehecked: was: EIEVATION! SOIL SYMBOLS . , . �. ., , � ., � � ;r DEPTH SAMFLER SYMB�L5 DESCRIPTIOfV MC LL P� I-200 DD P.PEN UNCpN '��.. SCrain � � �� & PIELD TEST DATA � l %a ��. °lo P� °lo " pc€ tsf ksf % (feet) _ _ ---v.__.._ --._� �__ � .eW____W_ � _� _... __ _ _. _ o I�� .. _-��2 5„ AS_PHALT _... __ f V a _. __ . _ _ _ __ w � ' �"� -� � Dark brown & tan clayey gravelly SAND {Fine crushed �� 9 � zs �4 �"�o,� a s�.�� m��--- � � BASE � _ _ _ __ __ _, f� ��',,;;s;; Tan severely weathered LIMESTONE, highly fractured ______ _��_ ____ ____��_ �___ t�.;� �s�e•� ��`�wf�clay iayers� _. _ --- ---- 5 �� so�o.2s Hard tan weathered. LIMESTONE wl clay seams, ��,-. so;o �s�� fractured s- � � : .�. � [ ( � -10 15 20 25 30 35 I�IO$2S: � � 2" � S0'012�� goring terrninated at 14' �:� L.Oi� F �O I G -� Project: Paver�aent Reconstruction - Bell� & N.VV. 23rd Sireet - FY. 1North, Texas Date: 07/08/2009 Elev.: Loca�tion: See Figure 1 Depth io water at comp(etion of boring: Dry Depth to waier when checked: was; Depth to caving whera checked: was: ELEVA'I78;J! SOIL SYMBOLS •.- . �•�. �; 4Es'7N SAMPIER SYMBO�S cr1C .. LL PL �'� _'�O�C3 DC I P PE4 UNGC1tJ 8[i-a.�n tr��s� � FiE�o TEsr oar,a DESCRIPTION ,�� a�� .�'� �.� �� st� k�r � s,� � E � � i o t �� :;��; - ,� - — -�_ � -- _ __ _ _� ;o �s do �$ .�a i— ss �lo�es: � - ��$ coi�cFh�1'� _ _ _ _ _ _ W _ ---_ m, _ _ �ight brown fine grav__e.11 Sy AND (crushed rock BASE} � � 6 � _ _ _ �_____ ��_ _ � _ -� � _ _ _ __ Tan & light gray cafcareous CLAY w/ calcareous � 3� s'c� �� 'a-� �� ,,d�posits � _ _ _� _, _ _ _ _ ___ _�_ _ � _ ��r��. _�_. — � _; ,�„�� Moderately hard to hard tan weathered LIMESTONE, � - ____�_ � ________�__�_ _�_ �� °t`+�� ,fractured wl clay seams �� ...._ ....e.,._ � . }. +i.�h}� � _ Tan & light � r� CL�Y wl limestone seams __ _ _ _ _ _ _ _ so�o;s�� Hard tan weatheredwLIMESTONE, fractured w/ clay so�o<5•� seams � ( 5oro.� � _. ....__— . . ....- -- 5ao,2�� goring terminated at 10' �� 4 �� --�-T_�� , 9 - 'y'�G� `OVLI. Syn�ol Description Strata symbols Asphaltic Paving � � � �� Symbal Description �j1-� Limestone I �� i�_ �t, � � :..4.T� Concrete �c�� .�e�: � Clayey Gravelly Sand ^'=� v�� - Pavement . �� . �. L� � ._ ��' . ��y�� Calcareous Clay ��'- LIMESTONTE, rY�_ weathered JZ' �� I CLAY - .... � SAND ...... •� CLAY & �� GRAVEL ��_ ��_7.' CLAY, � silty l � /� LIMESTOP7E, i� severely � ��1,� weathered � -� �=�`' Gravelly SAZ�TD .�� '� � �. %� _._ �w: �os� s��.�r� � Auger Thin WaII. Shelby Tube i ;,�'I Standard L''� Penetration Test THD Cone _ Penetration Test Notes: 1. Exploratory borings were drilled on dates indicated using truck mounted dril2ing equipment. 2. Water level observations are noted on boring logs. 3. Results of tests conducted on samples recovered are reported on the boring logs. Abbreviations used are: DD = natural dry d.ensity (pcf) LL - liquid limit (�) MC = natural moisture content (�) PL = plastic limit (�) Uncon.= unconfined compression (tsf) PI = plasticity index P.Pen.= hand genetrometer (tsf) -200 = percent passing #2Q0 4. Rock Cores REC =(Recovery) sum of core sampze recovered divided by length of run, expressed as percentage. RQD -(Rock Quality Designation) sum of core sample recovery 4" or greater in length divided by the run, expressed as percentage. �� MTE, I�lC. � r- • � ��; • � � �' :. . � ;; � . ' � . ! i �� . i i�. ' i. i • � � � � :i � �� I� • i i� • � �� PROCEDUR�: 1. Sample placed in confining ring, design Poad (including overburden) applied, free water with suriactant made available, and sample allowed to swell completely. 2. Load removed and final moisture content determined. ��2��,�7�� r 4, _, I,�,��ti,�Ytj � ' £� � ' From: �lark J. Farr�w, P.E. TO. {Zlc;c Sit71�S�r�p Subject: RE: Geotechnical Report Date: Monday, June 11, 2012 2:23:50 PM �� Regarding reinforc�rnent, I would recornr�end BVo. 3 bars on �8 inc�a spacings ir� each directi�n. Pav�rnent ��'sckness depends on Roadwa� Classiiication. Prerrious recorr�rnendaiions were b�sed �� Residential lJrban (Fligh l/o9uo�r�� with 35,000 ar�nual ESAL's}. E� any of the roads are classifi�d as Resider�tial Rural �Lovv 0/olurne �nri�h 25,000 anr�ual ESAL°s}, the conerete pavernent thockness cou�d be r�duced to 6.5 in�hes (3,600 psi� over an � ir��h stabilized subgrade. � a� �• -•.! r • • ��. -a aa ��s • ,-� - ,. �- '.;� �r • �I ��- I '. , �',' t ;� •, � � . � • r �^ � � � : �-i s a y- r- -� � i r � � � � r . � ( � 1 ., /, � c r � '• /'. � ��' • �; �i„a � � ,� �'�,. . �liark J. F�rro�, �'.�. S�r�i�r Prin�ipal Mas-Tek Engineering & Associates, Inc. 5132 Sh�rp Stre�t ��las, T�xas 7524-7 972-331-8808 direct 972-709-7384 phone 972-709-7385 fax 214-500-3103 cell From: Rick Simpson [mailto:rick.simpson@neel-schaffer.com] Sent: Thursday, June 07, 2012 8:52 AM To: Mark J. Farrow, P.E.; Tina Morris; Mike Roland Cc: 'Jim Amick' Subject: RE: Geotechnical Report ,� � ��.�, � � � � �h � �"" � i �� ; ii .; : , �, r= i4 . i < < �E � � , �. �. � � ! ; , , 1 � (�r , � , , „ � �, �r � �,� � �, .E I � � � i� �l�� ' � � E � �', � � . ��E�� 4 �� I�� :� I�� ,� � � , '� � i 1 E�.� ;� � ��'� t� , „ . ' �� , �� ,; , ��• � �. � � i� 3 i �� ., � � E� � ��_� �� I � , � �, � , � � � i.�� , Pleas� r�-farniliariz� yo�rself with �hi� prc�j�c� tt� pro�ride u� �nrith �h�s ��f�r��i�n. , , � , , � � � ,� , , � t� ; � �� , , -° � �: �� , , � P �� i � � TP�� las� ��u� fihe Ci�y P had a� �hat h� though� the �i�� applic�t�o� r�� c�f 36 - 4� p�und� pe� �qua�� y�rd per �-��ch �h�ckn�ss as '@high��. I ont�nd to r�sp�nd #o �ha� b� sta��r�g th€� ratc� of appli�afiic�n o� d�p�nd�r�t c�n fihe �oiG �nd that the rat�s �t��ed by �h� r�port ar� in the r�orrnal r�nge assocc�fied �ith �oils �th � h�gh ��ay �onter��. I�ppre�iate y��c terr�e�y r��p�nse to �he�e q�e��s �� v�e car� fi�al�ze �h� p�oject. ��;, Richard E. "Rick" Simpson, RPLS Senior Project Manager Neel-Schaffer, Inc. (817) 870-2422 . eel-�cha�f�r.c�rn Fro e Tina Morris [��t�eTM�rres@a��er� r.c� carr�] n ehalf f Mark J. Farrow, P. E. Sent: Thursday, August 20, 2009 3:07 PM To: r��C.sir�psc�r��nee!-�cha�F�r.��m Subject: Geotechnical Report Please see attached. «E090610-150.pdf» «E09-0610E.pdf» Regards, �rk J. F�rro�rv, P.�. S�c�i�r F��ir�cip�6 IVlas-Tek Engineering & Associates, Inc. 5132 Sharp Str�e� Dall��, Tex�s 75247 972-331-8808 direct 972-709-7384 phone 972-709-7385fax 214-500-3103 cell � CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 2011 1 � � � ' � 2fJfI� CIP Neighhrn-hood St��ee7 Pr�ject Cih, Pr-oject No. OC26'3 � '�i�� T/�:��,.� F�G�R.�. �'1T�.E WTR-001�e 1-inch WaterService Detaii _ ._._____�_� ��,. � _ ��_� �_._ __ _ � � WTR-007 B 1-1 i2-ir�ch & 2-inch Water Seruic� detaiC _ a � ___ ___. � __.� �___. — _ _ _ WTR-00� Gate V�(ve & Box ._.�_. � � _ �_ . .. � � _.� ___ ___ — � __ _ � _ WT�-QQ3 Valv� Stem Ea�ens�on _ � � �_ � �_ UVTR-003A (�pera�ing _fi�ut Riser {for �arge Va�ve Instaflatior�s) � _ _ -- _ _, �. 1tUTR-�Q4 ; Gate �Caive Concrete Coll�r _ __ � .� � _. _ __ _ ._ _ _ _ _ ___ � _. V1�'TR-005 Vaulf Detail far 1�," and �.arg�r Gate Val�es �_ �. �.� ._ �_ _ _._. � _ WTFZ-0�6 Standard �ir�drant _. � _ v� _ � __ � WTR-0�?� _ Typicaf R�ng Connect�on _ . .,,,,, _ _ _ � „ _ V1�TR-008 ; Horr�on�al Bl�cking ___ � �.___._. � �_m _ _ _ _ __ __. _ �_ _- - , WTR-Oa9 Ct�ncret� Cradle �� _� � _ _. ______ _ _ _�___ _ � _ � �IVTR-0'90 : Example A Ver�ical T�e Dov�rn Bioek ___ _ � __ __ _ . _ � WTR-Oi 1 � Exam le B— Veri�cal Tie Dawn Bii�ck _ P _ �._ _ ��.�_ _, � ___a �.w. � _...� � _ —_ ____ _ _ � _ __.. ____ WTR-012 Access Mant�ole _�� .r... ._.�_ _�._ _ — _ _. WTR-�13 ; 1'" Gombina��on Air and Vacu�irr� Release Vaiv� _ � �_____��. _ � � _.._ _ r. _ WTR-014 . 2" & 3" Crmbir�aticarr Air and �acuurr€ Releas� l�alve �m ___ � ��_ _ _ a� . _ ._� � �-- WTR-Q15 =. Standard Blaw-off Enta 4' L�iame��r Sump N[anho6e _a_ _� . �m ___ �_._, �_�_ � _ ___ 11VTF2-U'f � ;.. Cc�ncre#e Encasement � �.�_ � ______m____ m _� _ _ _ WTR-017 C�sing C?eiai(s _ _________ ,_. _ _ _ _ �_ � __ WTR-Q18 ', Sanitary Sevt+er Pipe F�eplacemer�t _�__,. __,,.. _____. �_ _. __ _ _ WTR-Q�9 Sanitary Sewer Pi�e Trench Crossing .____ __ _ � __ � � _. � _ . __ L"�TR-02C} Cornbination 1°' Air Rel�as� Va[ve and 'i" Fitof Gc�nnection ��_ _ __� � � _ _ _.� _ � V�TR-02i �End Plug �h(orinafiion Blowoff and Sampi�ng Poin� ��__ _ � _m__ _ _. _ _._ � _._ � .. VVTR-Cl22 Standard"Cleaning Wy�_ V�TR-023 Cleaning 1Ny� Detaii for Loc�pedwand Non �ooped Sysfern 12" and�Under � �..�.�_ _. __ __�_._ _�. _____ WTR-024 Com�si�ation T�arbine Meter Vauit Irast�llatic�n wifih �ypass _�Sh�ets 1 and : � __ m_ � e_ �-�___ WTR-{325 riVafier Sampim� Stafi►an � .� .____. _ . _ _ __ __ _ _,__ __ ___ _... .� � tNTR-026 `, C1ass `A' �tandard Plastrc Nlet�r BQx ��" & 1,° I�9eters}___ � �.W ..��_. � ____�._. � ___ _ _ __. 1NTR-02i Glass `B' Standard Plastic Met�r Box 1�i�" & 2" Meters � m ______ . _ � _ � � _____ �� _ �-- INTR-028 f Class `C' Sfandard Plastic Meter Bax (2 �/4° Meters) __ __.._ „ -___-- _ � __.__� � . _. WTf�-Q29 INater and Sanitary Sewer Embedment and Backfill Qetaif� _ � ____ _ . _m _ __ _ _ _ _ _ __ WTR-Q3Q � Typ►cal Main By-pass Layau� ___ ______�..� WTR-Q31 Te�nporary Serv€c� Connectiran - �- __ _ �_____ _ �. __._ �_ itUTR-032 lntersec�ian & Drive�r,aay Approach Cr4ssing for Temporary Water Serv�cf � _�__ — __ __ __ WTR-L}33 Butterfily�Valve _T _._ _ .___.___ __. _____ _ ____ __ _ _ . — ____�_ ___ .__ WTR-034 � Water Marker Role � z w � w Q a. � �,�. � s t � ��'� �I ,� �� I ��, ( s�,� � � ,, � ��, o C� l/ � � ��'� �ow I� l/ � ` zz� 1� �/ � �� 1 �;`�.� w � � I �1 z �.� ��, �� is z �- o �� WQ� �� `/j � . `� cn � o C f'/ `�,�� o .iA�� %� � o �� '•�*:' Y'df1NJ€FJI�V �( o o � .,'� � �� m m � w `fs�` � _ o• : � � o t- ; �� " .w.. w .;� W Z o � a I� ��: � C� z � � � � � j J F— ' � J ;I t` —f • � I W Q r'� 1— ti �. � I ��''� � " � U 0 � Y I P.� E LEJ f�� ' > � tL m Q � . J � ,;f�,� /� � � � Q � � f " �� L/}� O � U W �` I : m x� _, C �i J �' o�- o o W _-- mW � ,�� _ � � �� Q ��, � II I E � Q 1I P Fr-I i 11 I d II' � � i � I � 1 � " �.. � � II1 � g � I�'—� �� U1 �--I r� �d____ i _::..I t I il1 l�t�� a �=� ('�� `i i r� �� ` �� Ii�� '' ( �`� — � � ;� � ��,;�� ;=,1; i l i=— I :.:(i J� .:..� .-� � � � � , _,.. � , z � t�� o .��: Q� .',•� — m U Y .i�',il., J S J _ Q — W F— 5' :- � � tn 's W :'`.- A ; � �,..f "� Ul _�;�� 3N1� J.12�3d02id � m � � � 0 Z _ W m Z Q � � W Q � �, Q > � � Q o 0 z �., z Q �: Q � � W w v, m c~n Q � � � O � O Z O � U J � Q � tr � W � t— Z QO gv �� I � .— N W W � o° _ O �u O � � !' � � o _ o � �� z - W. W m � �� i z Q� �'—� � >w �o � U J z z �� O c.� �= I._ � � Y U� W� �m w w w W�� Qw c� c� c� _ �— � � � Q Q Q `-�Q� JO [ ( I.�i tJi t.,J_ a��- Z Q 9 I � � � �w= >_ � � � � � ~ ^�— �, cn w w w �n_� �o � � � �—w mi-- ~ w � N N a�J �� Oz z z N�� v � � � oop o� m m m = r c� cn W�,��N�W o0 0� o ..�-.� I1 ii ii �i �� _�_ _ .� ___---�._ I,, � —i, � ;��__�i;_i ; i —� � , el= � I � —) 1 :,� { --� i� �. '�' .I� �I m —I I e� i` � � I;�-� �. � i� � � z ^ o � � � J � O l� O m O � w � r'�, z O Y p � �t o � . Q � � `� Q � z � z � 0 0 �- o w � � � � � � U CJ in � Z m Z > � p z � z J O O Q � U U > �, o W W w w Q d � � d � � � h,,, � � � � Q � �00000 � �� „��u� ��: �,1� I� ,� F—��F �;i�i��l�, ��l �iii ; .� � ; i=��; � �� _ I! „, �� f i �, � � _ 't�� w � '__,i w 4 �� i`��k� �i ��a ��I�� %1� � ��-= � � � � —[—�!i ��i=�,�='kf '� `.;i—I i � �,� ,��i �n ?j z � z _ Q � � � W � .. Q � z C F=- v J � Q � � �" W � t— Z Q 0 � U �r i I .- N W W PAVEMENT OR OTHER CONCRETE COLLAR SURFACE MATERIAL � PER DETAIL WTR-004 r/ t �' t ; - �`` % ,•r f �,` r P I � f j/ "� a � i � > � y� j /� �,. / Es / �t J .,F'' �f / � 1 2 1� � p j i •� / f / F/ 1 f/ , � � � ` � f * / l` f,� f /ff f � ?� '�d �l : Y r . � �^ �/ f (�� ,trf f` l � ,� , + • � � a -t .-� t F �° `� f �� r �� O f _ � I I ' � ; r � � / ` ��`� � . � t' '_ ��---1 f /�.� f �� f f � � � ,� ; -I-1- � x f� � ,� / •rr / r�� ;/ T . ;x S � � ," %. 6 f f��.. f � ,/ � � � �; 4 . I t w J 4 r. j' ,� �` / I`` � t • ,t � -y�, ' � � � 4 rf� �. f� ' �/ �. <f /1 !f f� w SA 'v" � � R S '� r�� /' F f f i��'�.✓ f-' } .�-'` � � � r- r� .i�.' r/� �,� � ��A�� J f � � I I I 1 � IF VALVE OPERATING � � NUT IS MORE �HAN I I ' 3' BELOW PAVEMENT �,^ SURFACE, PROVIDE � � EXTENSION STEM TO j i 1' BELOW PAVEMENT � � SURFACE. (SEE i i DETAIL WTR-OQ3) r t ,�` `e � � MCKINLEY IRON AND � �' STEEL CO., N0. YBS ;: THREE PIECE VALVE BOX OR APPROVED EQU AL. NOTE: GATE VALVE DETAIL PERTAINS TO ALL GATE VALVE SIZES 4" THRU 12" OR LARGER. AS DIRECTED. TORQUE BOLTS PRIOR TO BACKFILL i�A�`EF: M�li� E1-10 MA7ERIAL E2-10 CONSTRUCTION -..�„ , CITY OF FORT WORTH, TEXAS � �E �� Boi� DATE: FEB. 2009 T - 2 r� � � /,lfi / il /,'i`/ir`.°/ F:;�%l:/I/. r � � , j' � �-'_'�--`� t`f�_o b � Cc1 Z ,. c „ ..::..: - � � O Zo 2�� X 2 � 2 '�.,,��`%`� i�:'�`� � � � (n {}��/-��"s I�i:�-i , :f .�'•.� r`F��•f�'" • � Z w P�R AWtNA S�Et;S.. � � *�.��{} � o w� � _� _ —�-- �� o � w >c �— v� k ' � � o � •. � � ��,. x 2�a. � � -�,� � CRf7S� `�' f �" Mit�i. ' � � � z � � � , c� z � � � � � A ¢ � � � � o� � a � TRERt�N J,��iSS cr, � < r °'-� G= � �Y W O � > b = i w � . � � o � ' c� � � ' c��r � � � � Q � � 1" DIA. SOUD STOCK � e� , � � � � (SEE WTR-003) � � ' � .a wr— � � m 2Yz�� x 2Y2„ x 2Yz„ SQUARE STOCK WITH z � � 2" x 2" INSIDE CAVITY � � PER AWWA SPECS. cf . *C-500 L '', � ,� + n r, g� & �+- �� ,T:�,.• � VALVE ACTUATOR � ^ ASSEMBLY ` �r i � � z C � ' I � � � I i � ADDITIONAL BRACING REQUIRED FOR EVERY EIGHT (8) VERTICAL FEET OF OPERATING NUT RlSER. ORi �lORi CITY OF FORT WORTH, TEXAS DATE: �EB. 2009 OPEi�ATlNG NUT RISER (FOR LARGE VALVE INSTALLATIONS) �TR-003A COLLAR CdNFIGURATIOi�� ,,� COLLAR CONFIGURATION FOR PAVED AREA �OR UNPAVED AREA � f� _ �., � 4000 PSI CON CRETE 8—�4 REBARS TYP � . :r - r � � * i f A4.. ' ec '�.�R,� `'. 7� - �'�4'� ' � � , .f .� 4' ` �y �r.! s �t x . ., y � .. '� i t �}. .f F t � Y' j " s m � �� t i� v�� f�V� � ��. � } �.�3;a ..'e'a""'�' _ �;'"'A'" . �k � t �±s�.. , �< '• z =�. t . . t y. I. L . 'k` '. .�� -� � : .i � •r . �'R ¢ i. ,5 a Y t ^ � - a t': '' "� �� ;• r r r f" t � . Y . h1 L r�' Y � w.,�!�2 � � . _. . . . . -,-. . .. . .. . _ .. . !"1 .�" TYP. � � � 3�" CHAMFER {TYP.) , _ � : _ . � � • , ° h ,,� ,. $ .. , ; , . ....��, _., ._..��_ ... _,�. ._... L . .. ` ... �., �,�y� t :�•� t z•.- E c,- Pt'�t��Yi��l'� �l��t'��'� f , ti � v ' � 7. � . , � ��. � � �r .��. � _.,�-. . . ', . . . �.`. . . �.i,. � .,. . ' � "�'�-(-�- � ,` r 6 � s �� µ y, . I 1 Y � z." .r,,.< _ �; �" , � � i a .`t '�;> - 't. ' , � • � „ 4 I I x „ i..,.2 27 : SUB�PAGE: z� r ti. � �= j � .. �C(��'�I,RESE , ` i � d ' ._�, ` � ' ; , ,, • -r , _ ,, r � lr � ��i 'i t; ( � 1w _ j �f� GA5E i I CASE 2 i` j CASE 1 COLLAR SHALL EXTEND TO TOP OF 2:27 CONCRETE (REBAR REQUIRED) CASE 2 COLLAR SHA�L BE 8" THICK (REBAR REQUIRED) E1-20, E1-21 MATERIAL E2-20, E2-21 CONSTRUCTION � �, SECTION A-A CITY OF FORT WORTH, TEXAS G TE V L E CC3 C ETE C LL R v� ^ Lz.i � � .�. �' "- C� � � �: �- � � � �> �J 1O REBAR SHALL BE PLACED 3" MIN. FROM TOP AND BOTTOM OF COfVCRETE CO��AR. DATE: FEB. 2009 ; . ��, POLYUREfHAN E - CUSFt10N PAD (5'x7' MINIMUM) � i , ry ,,; > : +;. r .. �y '.�� 3 � 3 ;�,,�� r ', r.: � r , �r } 4 ��.. 3�.r��.�:�.t--..�..+�-r F 3 ��—._! � �� 3- • � ��. ' s`"� � 1 �. � ..i� -t �.. ./i O i i ,`\ . �'' _ / } ? h%�+,X. I 4\ }; . ' r� — —=�__—�.�t �y a �,�� yy f � �- — _ _� _ ... �, Y. Y" f ( C'� � x z � f Q ( > � ( �— ♦ p ' w �r s_�. �3: 1 • � � � ,t~ `r � �E, � A �AT� DIMENSION TABLE VALVE � SIZE A B C D E F G .. 16" 44kz" � 48 �2' 10' � 24' 72" 16' '�. 78� 51�" 48" t2" 5Y �.. 24" 12" 78' 20" 56�" �� Sa' 72" � 12' � 24" �� tfi" � 20' 24' 6436' I 60" t8" �� 14" 34' � iB' f 24" � 30" SQ�6" � 66" � iS" ��.. 18� 30" ��. 20" 30� �. 36' 90�ie" � 7Y � S8" �� 98" 36 ��. 24" � 36' '.... 42' tOTY4". 78" ' 24" .'�. 20" 36 .. 30" 42' 48' 727�" 90' � 24' ' 26" 42" 36" 48' . �'�.. 54' 14?Yz' 10Y 24• ' 32^ 46- 40" � 54' '�. DIMENSIONS ARE BASEO ON AARERICAN OARUNG VAL�t AND �� h9FG: C0: DRAYrtNG N0. 6347, DA'iE0 3-2-59, REVISED 5-71-70. 76" GATE VALVE DIMENSIONS ARE BASED ON CATAIpG N0. 10, PAGES 20 AMD 22. 54` GATE VA�VE DIMENSIONS ARE BASED ON DRAWiN6 M0. 92-72158, DA1ED ��. 72-13-7C. ;� �ir�� ` r.` ,.,;�� CONCRETE TOP VIEW, �ESS MANHOLE _— p ,+ r 1-;� ,,r:�.t '' COVER AND RIM INSTALi�ATIOPJ � 9-, � ^��F`� � �� ' �� r: . NOTES: '� d� N0. 6 BARS, �� 32�� FORT WORTH STANDARD . �� . �-' a _' HINGED LID WITH THE 4VORD SEE NOTE .i w � a � 0 a �..� 0 v {MIN.) N �."� �"'� * r- � - . , i 1'�� SEE N�TE 1 J" M�-i�. �" �t nx.� � � �� # ,.�y :s 2�" U(N: � � 6 C—C (TYP) "WATER"' CAST IN 2—INCH N0. 5 BARS, LETTERS PER SAN—OOS AND 12° C—C (TYP) WTR—Q12. USE B�LCQ 30"x3Q" TYPE HLC ACCESS HATCH IN �BYPASS OPTIONAL— NOT HIGH TRAFFIC AREAS. REQUIRED FOR RESILIENT WEDGE VA�VES 2.VALVE VAULT SIDE WALLS SHALL - N0. 5 BARS, 12" C—C (TYP) BE PRECAST REINFORCED CONCRETE PIPE OF TNE TONGUE 'i `� � �'; � �;� AND GROOVE DESIGN, MEETiNG i� f%; rirrf,� THE REQUIREMENTS Or� A.S.T.M. �-- N0. 6 BARS, 6" C—C (TYP} C-76, CLASS III, OR EQUAL, USWG RA�1—NEK PLASTIC SEAL, �-- 4000,� REINF. CONC.. OR POUREO—IN—PLACE 2500# REINFORCED CONCRETE WITH 8" -2" WALLS. CONCRETE WA�LS SHA�� SEE NOTE 2 gE REINFORCED WITI; �4 f SEE NOTE 4(TYP.) CIRCULAR BARS, SPACED 6°' C—C � �HORIZONTALLY AND 6" C—C 4Q00� REWF. CONC. VERTICAI.�Y. POUREO—IN—PLACE � N0.6 BARS, 6" C—C CONCRETE MUST HAVE "FIRST � SURFACE RUBBING" AS SPECIFIED N0.5 BARS, 12" C—C IN E2-14,15b (1) OF THE "' GENERAL CONTRACT DOCUMENTS � f � AND SPECIFICATIONS. " ' 12" 3. PROVIDE CORPORATION AND CURS ,,,�., � STOPS A MAXIMUM OF 12° FROM z}* ;:.'} f�� EACH END dF GATE VALVE, AS ��, "� ' �4 ' SHOWN. CORPORATION AND �- TYP. CURB STOP SIZES SHALL BE 7" =� TYPE 'A' BACKFI�� FOR 16", 2Q", AND 24" PIPE `� TAMPED NOMINAL DIAMETERS; 2"' FOR 30" I�.__.._.....�.� ___.____�............_ AND LARGER DIAMETERS. 2" TAPS � Y2 TO 1 SLOPE SHA�� 8E C.C. THREAO W1TH F�ARE, WITH INSU�ATED ADAPTOR i�`'—• GRANULAR KIT. COPPER RISERS SHALL BE � EMBEDMENT PROVIDED BETWEEN THE (TO TOP OF PIPE) CORPORATION AND CURB STOPS. CURB STOPS SHA�� BE INSTALLED AT AN ELEVATION i2" N0. 4 BARS, 12" C—C BOTH � ABOVE THE TOP SURFACE OF WAYS IN 2500� CONCRETE VAULT BOTTOM SLAB. SECTION A—A 4. GROUT WITH MORTAR. E1-14 MATERIAL � 2�� COVER (TYP.} 5. BY—PASS VALVE NOT REQUIRED E2-14 CONSTRUCTION V�RVEESIUENT WEDGE GATE ORT WORT cITY OF FORT WORTH, TEXAS DATE: FEB. 2009 VAl1�T DETAIL FOR 16" AND LARGER GAiE �/ALVES ��R-005 BASE E � T TO B ; w% M WAY BARREL FOR Y DEPTH �RY C.F. GRAVEL �AI.�Y �SE REST E1-12 M E2-12 CONSTRUCTION CITY OF FORT WORTH, TEXAS � T D F' � Y � � � : ��• ' i1s^ M.J. TEE WITN M.J. ANCNOR COUPLING, ANCHOR TEE OR FLANGE OUTLET w/ BRANCH ON 0� GRADE � WATER MAIN � � �-m�. � � � - z � � I � { - z � � f � I 90° BEND, ROTATE DOWN OR UP AS � NECESSARY RESTRAINED GATE VALVE RING CONNECTION �EAD 1' i` MIN. �Mlt� �L�L� --� --�-I E � SAME SIZE AS SNiAL�ER MAIN N 0 TE: PROVIDE VERTICAL TIE DOWN BLOCK AS NECESSARY 90' BEND, ROTATE � 4 AS NECESSARY 45' BEN E2-25 CONSTRUCTION T T RESTRAINED GATE VA�VE PLAN i WATER �AIN OVER OR UNDER RS THE CASE MAY BE M.J. TEE WITH M.J. ANCHOR COUPLING, ANCHOR TEE OR FLANGE OUT�ET w/ BRANCH ON 0� GRADE M.J. TEE WITH M.J. ANCHOR COUPLING, ANCHOR TEE CR F�ANGE OUTLET w/ BRANCH ON 0� GRADE � WATER MAIN ��`�� — RING CONNECTION LEAD GfiT� VAt�V� � � , �, � i � � .. _. M.J. TEE WITH M.J. � i � ANCHOR COUPLING, 5��E ' � ANCHOR TEE OR "�" �> �� FLANGE OUTLET w j MIN. t��r�. BRANCH ON 0� GRADE ELEVATION NOTE: PROVlDE VERTICAL & HORIZONTAL BLOCKING AS NECESSARY OR REQUIRED CITY OF FORT WORTH, TEXAS DATE: FEe. 2009 �'YrICAL RING CON ECTIO V10TR-007 N 0 TE: BEARING AREAS SHOWN ARE BASED ON 150 P.S.I.G TEST � PRESSURE AND 3000 P.S.F. SOIL BEARING VA�UE. PLUG �, �� ti � ,' : _�, .:;rt. __ -_ t �� 3 . �iP:� �4...Y . . � e g . . st � •� � � � jP ,.�„ 1 �-'- � +�� BEND-� �� ,.�., 3000 PSI CONCRETE (TYP.) '�' � \l�'f�C � �� . ��'�, t�`��'��: �_<� . � � _ �� .. �'.�y.� 4 , �*,. =�� f; �? � . I ,�� s � * DIMENSION "X" MAY VARY IF �iECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH WAL� HORIZONTAL BLOCKING TABLE i1.25" 22.5' 45' � 90' TEE & P�UG PIPE "X" SIZE (FT.) �°A�• MIN. MAX •�8�� MIN. ' MAX ��c,� MIN. MAX ��p � MIN. MAX �4E�, MiN. � MAX AREA VOI.' 'AREA VOL AREA VOL iAREA VOL AREA'V0� ' 4" 1.0 0.90 0.80 � 0.05 0.95 0.94 0.05 0.95 G.94 0.05 0.91 0.82 0.05 1.16 � 0.58 ' O.QS 6" t_5 0.90 0.80 0.05 0.95 0.94 0.05 ' 1.05 1.10 d,05 1J3 ' 1,99 0.05 1.19 1.41 0.05 8" 1.5 0.90 0.80 0.05 0.95 ' 0.90 0_OS I' 1.41 2.00 � 0.05 ' 1.86 3.47 0.10 L57 2.46 ' 0.10 10" 1e5 0.90 0.80 ' 0.05 1.26 1.60 0.05 1J9 3.20 0.10 2-18 5.62 � 0.20 1.99 3.98 ' �.15 12" 1.5 1.10 1.20 0.05 1.48 2.30 0.10 2.14 4.5C 0.20 2.83 8.00 0.30 2.38 5�56 ' 0.20 16" 2.0 1.41 2.00 d.10 2.04 4.00 0.10 2.83 8.00 ' 0.40 3J5 14.10 � 0.65 � 3.16 10.00 ( O.SQ 20" 2.0 1.77 3.10 0.20 2.54 6.20 0.30 3.52 12.40 ' 0.60 4.70 22.00 1.15 3.94 � 15.55 OJS 24" 2.0 2.14 4.50 0.25 3.00 9.00 0.50 � 4,25 18.10 ' 0.95 5.65 32.00 1.85 4.76 22.60 1.05 3d" 2. S 2.66 7.1 d 0.55 3J8 i 4. 20 1.OQ 5.30 28.20 ' 1 J5 7. Q5 49.80 3. 40 5.91 35.33 2.10 36" 2.5 3.33 ' 10.00 0.75 ' 4.50 20.40 1.40 6.36 40.80 2.65 8.50 72.00 5.10 7.20 51,00 2.95 42" 3.0 3.72 13.80 ( L20 ' S.25 27.60 2.20 7.41 55.30 4.10 9.90 97.50 7.90 8.30 69.00 4.75 48" 3.0 4.35 18.30 1.60 6.00 36.d0 2.90 � 8.48 72.00 5.40 11.14 126_SQ 1Q.4Q 9.50 90.03 6.15 54`" 4,0 4_0 22.50 4.0 6J0 ' 45.00 7.00 9.40 88.d0 10.00 13.00 162.OQ 16.00 10.70 115.00 12.00 N OTES: MINiMUM AREAS SHOWN ARE IN SQUARE FEET. VOLUMES SHOWN ARE IN CUBIC YARDS. VERTICAL DIMENSIONS OF ALL BLOCK BEARING AREAS SHR�L BE (DENTICA� TO THE HORIZdNTAL DIMEN510N SHOWN. E1-20 MATERIAL E2-20 CONSTRUCTION �� Y�� CITY OF FORT WORTH, TEXAS O IZC} T L LOC I G � � : ��• . i�; TRENCH WIDTH: 1. PIPE 24" I.D. AND SMAL�ER = 24" OR O.D. + 12" WHICHEVER IS GREATER. t� ` 2. PIPE LARGER THAN 24" = O.D. OF , }, � PIPE -t- 18". /¢ � �` 3. CRADLE SHALL EXTEND A MIN. OF 6" � <�-`�.-,��., BEYOND EACH SIDE OF PIPE. ' r� 3000 PSI CONCftETE � � BELL—BELL BEND � .� �: .;__�� .. _ - — - __ e._�y�_�___ _� �..,; , ., � � ' �„ „�'- " �*-,--T -- 4 ^✓ i. � .�� . p � TYP,� �� RUBBER GASKET JOINT ` � �;: '� �':,, '�.%t= � ;'�.-. M.J.—N.J. BEND -4 � .;:�'"�.. • �w p t1. r� � � ,,� � � �-�:A � �� r� < BE��—BELL BEND � 3000 PSI CONCRETE KEEP A M1N. OF 1'-0" CLEARANCE BETWEEN CONCRETE AND J�iNTS OR BOLTS ON C.I. PIPE, OR IN EXCESS OF 1'-0" AS DETAILED. E1-20 MATERIAL E2-20 CONSTRUCTION �� ``— MREh: 3000 PSI CONCRETE // �,�-- P�9 AI N f. , -- ,. ,� _ .. __- ____„_._ ,.. _ __ _ � '' :. • �__,_,___ t�.. , ::, � �..:- , ;� ...�. � . � � ; .� �:�• �,,,,r:.- � .T„ ,� ",�- .—?; �- � � , �•—�i„ � ow � 7YP. � °' � °- � BELL AND SPIGOT J01NT N OTE: VdHEN CRAD! E IS SNOWN OR SPECIFIED FOR INSTALLATION ON CONCRETE PIPE, THE FULL JOINT LENGTH QF THE PIPE OR FITTING SHALL 8E CRADLED. CITY OF FORT WORTH, TEXAS C C E�E � LE DATE: FEB. 2009 TR-009 �1T`!P.`� MECHANICAL JOINT c�ass "e" {2�0o r��' ��rTr #4 STEE ';� . N OTE: KEEP CONCRETE C�EAR OF PIPE JOINTS AND SOLTS WRAP PIPE WITH 15# ROOFING FELT FORM AS NEC�SS BENDS 90' 45' 22.5' 11.25' *VOL. REQ'D. (C.F.) 39.99 21.64 11.03 5.54 � � A {FT.} 2.50 1.42 1.Q0 0.75 � B (FT.} 4.Q0 3.88 3.36 2.75 Z C (FT.) 4.00 3.88 3.36 2.75 �' *VOL. REQ'D. (C.F.) 71.09 38.47 19.61 9.85 w 8 A (FT.) 2.83 1.67 1.50 1.04 g B (FT.) 5.00 4.80 3.66 3.2Q Q C (FT.) ' S.00 4.80 3.66 3.20 0 Q �VOL. REQ'D. {C.F.) 111.07 60.11 30.65 15.40 z A (FT.) 3.25 1.92 1.75 1.5Q o �� B (FT.) 5.9� 5.60 4.25 3.25 z C (FT.) 5.90 5.60 4.25 3.25 w � *VOL. REQ'D. (C.F.) 159.94 86.56 ' 44.13 22.17 � 12 A (FT.) 4.17 ' 2.42 ' 1.42 1.25 B (FT.) 6.2C 6.00 5.54 4_2Q C (�T.} 6.20 6.00 ' 5.54 4.20 *VOLUME CALCULATED ON THE BASIS OF CONCRETE REACTING THRUST ON THE RESPECTIVE BENDS UNDER AN INTERNAL PRESSURE OF 150 PSIG AT THE RATE OF i 5a �B. WT. PER CUBIC FEET OF CONCRETE. E1-20 MATERIAL E2-20 CONSTRUCTION �� • •- •- • : � .. ' + � i : • DATE: FEB. 2009 in�T�-Q� o NOTE: KEEP CONCRETE CLEAR OF PIPE JOINTS AND BOLTS. ,,.�t. ::;< "� ., ''Q �' `v ! aC' ,� /,,,r � �./' �.` � � /< � r^r � �, �. � �i G�'. � `� #4 BAR STEEL STRAPS '` f f.,,` �'` � W VARIABLE QUANTITY DEPENDING ON THRUST FORM AS NECE5SARY 2504# CONCRETE � �`. f�`: z�'; � � '' '`.�' , � `w � #4 BARS BOTH ,� � WAYS 6" C—C NOTE: DIMENSIONS WILL BE SPECIFIED ON PLANS OR DIRECTED BY ENGINEER. E1-20 MATERIAL E2-20 CONSTRUCTION 'f.,�J[i,L �4Wi�l `�,>. ,.�., ..� � �t ( � . � � � � � � � ! f � ,.' " + !' a�,, . � • •' �' • . � - .; „ � � S , � i DATE: FEB. 2009 V1ITR-011 a� � _ 8„ 4,--0„ �" �. 2'—C�" ; �°—Q,. FORM AND FILL VOID � ; WITH 2500 PSI CONCRETE �— � -- � �^� \ � CASING PIPE / ( �� '\ ��, — — — t -� �,,,• � - - t_ :�.� �. _. :.� '� �� -.I � MANHO�E COVER LETTERING ("WATER") TO BE 2—INCH 30" MANHOt GRADE RING COLLAR PE� "WATER" CA 2500 PSI CC M.H. BARS " R BARS ; BARS #4 � BARS #4 WRAP PIPE WITH PREMOLD MATERI CARRIER #4 BARS DOWELS C—C ALL AROUNC IN WAY QF PIPE SECTION ASKET RONZE NUT THS OF 48" :RETE PiPE _ASS III OR i ON VAULT JTS WITH PIPE WITH OLD MATERlAL E1-2Q MATERIAL � FOR 36" AND ABOVE AS DIRECTED. E2-20 CONSTRUCTION ��P��,,,r� CITY OF FORT WORTH, TEXAS DATE: SEPT. 2008 �►11 � - ACCESS MANH(�LE �I/TR-012 . , � CARRIER PIPE {24" MIN.) r-�:-�; B�L ; O 1" AIR RELEASE VALVE, 2 EA. CLOSE NIPPLES, 2 EA. 12" LENGTH COPPER OR BRASS RISERS, 2 EA. GATE VALVES, AND 1 EA. TEE. O L 1Ya" x 1Ya" x ya" x 46" WITH 1 EA. 3/a" DIA. U—CLAMP. EACH END OF ANGLE TO BE BOLTED TO FLOOR SLAB WITH Ya" (AG BOLTS. ANGLE TO BE TREATED WITH 2 COATS OF PRIMER PRIQR TO INSTALLATION. �3 12" OR 16" WATER M1�AIN WITH THREADED INSULATOR TAP. NOTE: REFER TO DETAIL WTR-014 AND WTR-015 FOR VAULT MATERtALS AND DIMENSIONS_ E1-11 MATERIAL E2-11 CONSTRUCTION �� •� •� • � ''. i .�: � � � �' ` � .:.. �� ,. - . . DATE: FEB. 2009 WTR-013 " MATERIALS SECTION A-A 1O 30" STD. MANHOLE FRAME, COVER AND CONCRETE C0�1�4R PER SAN-009 WITN "WATER" CAST W LID (2-INCH LETTERWG}. O2 MORTAR, REF. E1-20 SHAPE TO SLAB EDGE. O3 TOP & BOTTOM SLABS, CL,4SS 'F' (4000 PSI) CONCRETE W/ #6 BARS SPACED 6" C/C EACH WAY. STEEL BAR COVER 2y2" f Yz" FROM BOTTOM 0� EACH SLAB. O4 POLYURETHANE CUSH(ON PAD-5'x7' MIN. � WATER MAIN WITH FLANGE ACCESS AS APPUCABLE. � COMBINATION AIR & VACUUM RELEASE VALVE, CLOSE NIPPLES, TEE, 2 EA. GATE VAIVES. NlPPLES TO CONFORM TO E1 -9.4 �7 2" COPPER WITH FLARE BEND FIITINGS; 3" DUCTI�E IRON WITH M.J. FITTINGS. Ei-11 MATERIAL E2-11 CONSTRUCTION ��p��r� CITY OF FORT WORTN, TEXAS DATE: FEB. 2009 "'� 2" & 3" COMBINATION AiR AND V C U ELE SE L E T-014 PROVIDE FLANGE OUTLET SEE NOTE O ;-;�, :; ' ; °�" _._� .. :� SE�, i�ET,�,tL �7R—G�c R�TAiNER �E.,ANt�� ,: `] ill 7.' _ , � i ''. .� j �,� � ��+;+ ".�.7r. .3a. � p 1 � v. ,_...,.. .. 4 �" �1�l. _. f— REF: E2-12 6" MIN. � � - -(� ��-��'t � � �� LEDGE � �kiL`��{i� : ,- r�: �::.�X. T8' � �� # ~ �_ I,+� � l m � . � � � �, � � . 'E C�" � j_ � M.J. x F�ANGE 4��'� :� p, � �� r . ,- � = WALL SLEEVE • , - € � ,� J r �.,� � . � .�. . i 5 d` �fi �� FLANGE x M.J. FLANGE x F�AN�C � � �Za� �� g�� GATE VA�VE GATE VALVE � � D�a. 2500 PSI � CONCRETE— SUPPOR7 1� SEAL PIPE TO WALL HO�E CUT—OUT WITH NON—SHRINK MORTAR EQUA� TO 1 PART ALCRETE, 1 PART CEMENT, 6 PARTS SAND. O2 DETAILS OF CONSTRUCTION SHALL CONFORM TO FIGURES SAN—�Q9 & WTR-012. �3 C�.4SS 'F' (4000 PSI) CONCRETE WITH N0. 6 STEEL BARS SPACED 6" C/C EACN WAY. STEEL BAR COVER TO BE 2° MIN., 3" MAX. FROM BOTTOI� OF TOP SLAB AND FROM TOP OF F�OOR SlAB. E1-20 MATERIAL O A SWIVEL TEE OUTLET & M.J. x M.J. VALVE CAN BE USED WITH THE APPROVA� E2-20 CONSTRUCTION OF TNE ENGINEER. CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 STAN RD LO -OFF I TO 4' DiAMETER SUMP MANHOLE WTR-015 EXISTWG SIJRFAGE �ACKF[LL AS APPROPRIATE u , 4u j � . '�.� ,� ' S. �S �{ FF` C .. }F �, .. � — _..__.. .r,. " �s}. r `� � � * +t . . �� F t ,}� t . r S: �. �* 1 1`�' i, 5. , y* a� -� zP`✓ < rX •' Y 1+ . } �� ,t � § ..1 f.i r r�? ' s,x ..� �1� �,.v ,�{ k y N E S,. s r{ .... z+ `��p ,�� t ��-r,� y.��rf.ct..!"Lx rr: �,. ew,r t � .�fi � } i � � � h ,.�� ! 5f.'„�. �..� ;• d r, x �'' 'T r ,. fi�", ..pi:�••. � ?,°.!*`��+�,`�;' s '- � L � `+ } �Y :^J � __ ' � 1� 4� t f�f a, b• � �� L . 4 ...'x ��y t -�~ �~� ;�� 'P �L.� ... ..... 1_ 3�Y� i �� '� .. � ', � �t � ``Y � ' �� } •�' '• � ��. 1:..� � �. • a _ • �+ .,. A , � : , i. �r. . � _._..,_... _ ..... ...............� .�� ,. (� tI i m' A A �� - •!.� {� • � �, : 4 . ., < a i9,' ' ,.._ V � _ i . l.r�l t ti:» � +, �� . � � � � � .t'� i ` .i.+ • `� 3�x �. I _.__ ,.:..... _n_; ..-., �"' ...�.. .—.:�'�._ ____.—��„�.. _. mm.� �.W �.�.',. y�' � i� 6" MIN. DIMENSfON. 6" MAX. FOR PAY PURP�SES WHEN BID PER CUBIC YARD. O 6" MIN. DIMENSION. MAX. FOR PAY PURPOSES SHALI. BE 6" ON MAINS 24" AND SMALLER, 9" ON MAINS 30" ANO LARGER WHEN BID PER CUBIC YARD. O3 4" MIN. DIMENSION. 4" MAX. FOR PAY PURPOSES WHEN BID PER CUBIC YARD. �4 C�ASS 'E' (1500 PSI} CONCRETE. CONCRETE ENCASEMENT SHALL STOP 1' EITHER SIOE OF JOINT, AND WHEN ENCASING CONCRETE PRESSURE PIPE, FUL� �ENGTHS OF PIPE SHALL BE ENCASED, JOINTS EXC�UDED. E1-7 MATERIAL E2-7 CONSTRUCTION � � CITY OF FORT WORTH, TEXAS CO C ETE E C SE E 1' � � : ��• . � , NOTE: AL� PIPE SHALL -- � - TO GRADE AS S THE PLANS. CARRIER PIPE VARIQUS TYPES OF CASING MAY BE USED, CONCRETE LINER PIPE AS PERMITTED BY THE P�ANS AND SPECIFlCATIONS. N 0 TE: ALL PIPE SHAL� BE " TO GRADE AS SH04 THE PLANS. CARRIER PIPE VARIOUS TYPES OF CASING PI MAY BE USED, CONCRETE OR LINER PIPE AS PERMITTEO BY ..._ P�ANS AND SPECIFICATIONS. OPEN CUT OR BORED SECTION E1-15 MATERIAL E2-15 CONSTRUCTION � �.ar TUNNELED SECTION TUNNEL LINER OR CASING PIPE AS REQUIRED. WATER LINES SHALL BE SECURED BY CASWG SPACERS PER APPROVED PRODUC7 LIST. N 0 TE: ADEQUATE SKIDS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS NEC� SSARY TO FACIUTATE INSTALLATION OF CARRIER PIPE. ""��"o� GROUT BETWEEN JO SURROUNDING BORED SECTION CITY OF FORT WORTH, TEXAS CASttVC DETAILS ^^��`'""r GROUT BETWEEN CASING )UND{NG EARTH CASING PIPE WATER LlNES SHALL BE SECURED BY CASING SPACERS. MIN. (3) SPACERS PER JOINT OF PIPE. MAX. 6' BETWEEN SPACERS. N 0 TE: AQEQUATE SKIDS SHA�L BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS NECESSARY TO FACILITATE INSTAL�ATION OF CARRIER PIPE. DATE: FEB. 2009 V1lTR-017 WER L1€�E � i►�I 1O VARIAB�E TRENCH WIDTH. PIPE LENGTH SHALL BE MEASURED AS STANDARD TRENCH WIDTH, (REF_ E2-2.16), PLUS FOUR FEET (4'). NO JOINTS WILL BE ALLOWED WITHIN THIS DIMENSION. A MINIMUM BEARING OF 24" SHALL BE REQUIRED ON EACH SIDE OF THE TRENCH. O SEWER �INES LESS THAN TWE�VE INCHES (12") IN DIAMETER SHALL BE REPIACED WITH CLASS 150 CAST IRON PIPE. THE JOINING OF DUCTILE IRON PIPE WITH PROTECTOR 401 INTERIOR COATING A_W.W.A. O C-900, CONCRETE Plf'E OR SDR-26, AS DIRECTED BY THE ENGINEER, SHALL BE MAQE WITH UREf'HANE OR NEOPRENE COUPLING ASTM C-425 SERIES 300 STAINLESS STEEL COMPRESSION STRAPS OR WITH APPROVED ADAPTORS. �4 THE MINIMUM CLEARANCE OF SEWER TO WATER UNES SHALL BE EIGHTEEN INCHES (18"). E1-7 MATERIAL E2-2 CONSTRUCTION �� CITY OF FORT WORTH, TEXAS �'J I V JCE ER IPE EPL CoE E T DATE: FEB. 2009 R-01 � ��STtNG SURF,�GE � � W v Q J J W ti - � O i� t� O 2 (n o�z W �w� w w� � }' z Q w=w o �w� w d n- � Q�� o � � � ¢ u� ~ � cn�z � �� i�1 . �.. � w o �-. U- {� j � h'J CL ,t ' 1 � , � � s G_ � _� � t`. � p � � � -w— tZ �. � ' °'� t- � � � W Z J � w w ; Z Q � � W }- G � z w c� z W Q o � d^ zm zN li.l W v� � J � � i z� Qwo � w z = cn Z cwi�� wz0 o U Q m w W � � W � � W � O (.tJ � � � z � Q � � Z � � W V7=- Qii ,Q� W W Z J m�U � � f- F-�z � �� W J � �(n� Otn} ��W ��m UJd� �_J� � W W�t� �WU W � � Z y� � ��w OWd U N p C.� � W z� � O N � Z U � = Q w m CJ�W �� Q �'`�Z �=F- �=a m�`�W �� ¢�� a�z ^_� N��v 0 Q Z� w� U w ��Q� ��w W U �„� CV � J Z _ (1') � v�J ON CCi�S U�� Q (� � � W U (/') W (n � �(n� �S W � � p(�l''z U W Q � z � O = W Z 1- _ � � � -� O � 0 a � ^� W � 'S � h � � X O _ � Q O W � Q a W W � Oz�=m � �Z �� W O m � � � J m - W � � �7 � d- � t/� w O Q J N � � � � a >c=no c��oc�i� � � z 0 � U J � Q � � � w � k- Z d O gU oa N N � I f N Cil W NOTE: W UEU OF PRE—CAST CONCRETE MANHOLE PIPE POURED IN PLACE 2500 PSI GONCRETE MANHO�ES WITH 8° WALLS. AND #4 BARS 6" C—C EACH WAY MAY BE USED� 30" MANHOLE FRAME, COVER AND CONCRETE COLLAR PER SAN-009. WTR-012 WITH "WATER" (2" LETTERING) CAST IN LID. � l�AVEt�EN i i�f? Gt��Ui�� / �°, � � 'r��r �_�{/ f l�f� i/�*fi�l,/ ft r` ;;` � r r' � ., > �� ,. r,� �� t i f�. l'%.�lf` ,frrl�i.rf /�� i..�;,'✓%�j f/ ��2 r f �,f' ,j i : .�';> ,' �+ �, �.i�: - � � `�`� � `'' �♦4 w - '��3 �t t, , . : � . �� -V4A �.3� �i4 Vi1kY1L�IiVMY€�tV ��"l _f � �. 3 �t. y � "�..." .. ._ a ' ~ 'x ` �- GO�C. RE�.cASE V�L�1� .� , � s...�. , . • 2—�4� ; ' �PAa)EMENT BASE ' �[€�Cl.��R � � lUVLR�� .,�,. ��, � �, � . � �A�`� `. � �"A`�� . '48" �RElNfORCED � ` . 1'. vATL V�.LVE '--CON'CR�7E � ,•,'r VJIT� h1{iN � M',4NHOLE PIPE , E2(SENv �T�� ;� ` . . . f � /' } v ' .. .. �"` �� p' QC?` ��A �� . � "`� ii�NC- o L � r� S ` � - Y � 'n t t 4 ` .. �;'�° : r• r' . . � e d� .ee^ _ - � �i .' �: ? G4r2�F"4?RA'T{ON C.Q�kS +�'-CFi:"; � •I i.�.!,�.. ' -: �.' #4• BARS � 6�• , . , c� '... ,}�PTQT (��1G'�£�i�t?E�E(`�II�fGJ • ` ..,.-N(P€3I.E- • . ,G C.:$OTH WAYS C.G. THREAD bv f"�L�F'E EN�3 --! iN.ATEF� NAIN - ��. � ' ' � � � � � ._ � � , ____ _._ � � �-- __ � � _.. � " � � �� ; - _. . � � _ . .� � � � - -. � � - , � , �� _ i� _� NOTE: SEE WTR-013 AND WTR-014 - FOR AIR RE�EASE DETAIL. NOTE: FOR 2" OR 3" AIR RELEASE VALVE PROVIDE REDUCER �� RECEIVE A 1" CORPdRATION COCK. E1-11 MATERIAL E2-11 CONSTRUCTION � •' • � ' ' � : ' l• � ' ' ' • . � - � � � DATE: FEB. 2009 WTR-020 ., 3i�� r,� �r.� ��.�.�. ,. �E ;ILIZATION REMOVE INSTALL PLUG COUPLWG TO BE iGGEO W/ 2" C.I. !G AFTER SA�iP�1NG lCRETE B�OCKWG DETAIL WTR-008 NOTE: CHLORINATION BLOWOFF AND SAMPLE POINT FOR DEADEND WATER PIPING. CONTRACTOR IS TO FURNISH ALL LA80R AND MATERIALS. MATERIAL WIL� BE REMOVED AND RETAWED BY THE CONTRACTOR AFTER SATISFACTORY SAMP�ES HAVE BEEN OBTAINED. E2-24 CONS7RUCTION ��T��r� FOR SNORT STUB OUTS OF 6" � AND 8" (50' OR LESS}. CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 END PLUG CHLORINATION BLOWOFF D S PLI G OI 1" -021 N OTES: 1� 6" BLIND F�ANGE TAPPED 2" WI7H 2" BRASS PLUG WITH C.C. THREAD. O 125# PATTERN BLIND FLANGE DRIL�ED AND TAPPED FOR 6" BLlND F�ANGE_ 6"' BLIND FLANGE ATTACHED WITH BRONZE BOLTS. GASKETS SHALL BE FULL FACED AS OTHERWISE REQUIRED IN E 2-4. �3 UFTWG LUGS SHALL BE PROVIDEO IN QUANTITIES SUFFICIENT TO LOFT AND HANQ�E THE FLANGE AS A BALANCED LOAD. O ATTACH THE 125,� PATTERN BUND FLANGE WITH STEEL BOITS AND BRONZE NUTS 7HEN COVER WITH CEMENT GROUT AFTER INSTAL�ATION. O 125# PATTERN FLANGE, UN�ESS REQUIRED OTHERWISE. FLANGES AND BLIND FLANGES TO BE DESIGNED TO WITHSTAND PRESSURE RATING OF PIPE. O WYE BRANCH TO BE ONE SIZE LARGER THAN, BUT TAPERED TO STANDARD RUN NORMA� DIAMETER UNLESS OTHERWISE SPECIFIED. O STANDARD RU,y DIAMETER El-4 MATERIAL E2-4 CONSTRUCTION _ ...�,�, �� CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 SiANDJ�RD CLEANING WYE �IV1'R-022 c � � � � � �;� � �_ ��.�t� � ,�;;i E1-7 MATERfAL E2-7 CONSTRUCTION CITY OF FORT WORTH, TEXAS �-- CLEA 1 G E DET tL FOR LOOPED NON-LOOPED SYSTEM 12" AND UNDER DATE: FEB. 2009 WTR-023 „ �,..�,,.�� ,.,..,. .,,� .,, �.... ... .....,..,...,.,�,.._. 2, RECONNECT TQ EXISTING USING M.J. SLEEVE. 3, AFTER CLEANING WITH POLY-PIG, REMOVE CLEANING WYE. 2�, PLUG�THE STRAIGHT RUN OF THE WYE AS SHOWN. 3. AFTER CLEANING WITH POLY-PIG, RE�90VE C�EANING WYE. n] z � p�3 p � i�O � � w�� E - r r�e � �e � ¢ '"' 1 es � w�r � � �� C� Z @ � ^:'l.; � � �� . . . W .__.� ,.��'.�� .� � X, `^` .�� ( � ,.�� h! '� �I �'' .:P "-p„'� \ - W n _ V _�� Q f..�...,_.. �. w � �'� L� 1- - .e" ��(.� l"� d 1. z O� t i . M1 .} �1 Q Z • � � � � � � i' 'r I l � ! � � � z �� N ~� .' � . x - - �. co 1 I � � ¢ � � m`� _ .,r, ! � 1 � „ � � � � �" � 1--- ,r� �� .� � `=�: � � � �- ' � Gtl Q �` � � � 11 � � i F : � ( . �L�:r y .' � . Q . `.,S .. �a 7 1 Q I / . ..� � � � . 't`�.�31 #.-_.} ,' 'i I l � u ��. Z� � ��#�`I�! Stt�-- ~ �� . � � O W '"""� � � °J � _ O � g u,i g �. W� g t'S �� .. Q� W � . m Z j � i? v�i � ar � a� � o a � a �l�(�'} z� s �� ``'¢ ;` 1��.,J (cv p � °� °' � t .�' o U � v~i � � i'�- '`-°' _..___ = _ _ �. _ .. _ } O � . . .�.�, x ;s. � .. Q Z � o w � � � Y N - - U � vi CI z 3 � cv Y 4I� m O (!7 � ��' SJ7 J �- aw rt�o � �i � � H H � O � t',� .,.�..T.� Q r� c� - �'� w O .�i O U Q N � C� � N �w o� r a z- �� p � � �- �c~n c� o -' 0-,5 Z vi �- � z Q � ¢ 'a � � o I w_ � w I� I � m O d r'l O � � �,� N W � O O r- �y U � W u7�. z (n --� ; , ,! j� Y � � Q ] I f v � � o I=r- � ! � � r 11-113= i ! I _� �I I [�� U � � -�=-� � >� )� _ �Z _ '"c• • .�) .^wY � � � �'N ` ,� � a: m � -._ " `�{ I � _ � . ._... ._ � i � � R' L` � Y � �� I� U t �' A� L� �`C' Z � � � � � � - f �� , � I 0 � w z , i- F— vt N a0 �� ,^.. t} .,i� W z. _. xa . -_, (n C� L31 C7 � ¢ v� z tt! � w > 0. �'� ..9_,c ��fi � U V1 N� � - v� � � az 1 � I O N W � � „0-,S O O x `�' � a O� �� V � W K � 00 � Q ww Nm Q� m � H �%+ U p az= �� O w � r- � O Q rwGj � Q J � z � ¢ � � F— U W d� � LO US R' O w � � a � z �_e_.�_v � C6 � :(D ..: t0 ��.� � � ' . i� ?�. z �o � io io . o� � I E I i t � O -N � � '�. � �i �. I � ( ��. I N N � � o � � �n N � � � N N - Z � � _ . d O O p w o�,� _I I I r N Ml z m 'co o� co � � o I ! I I i n, N N�', N N N�� 1� I� � � I") O] '. U ( I � ! i N N � V' d' � ?H. � r i'l i� m I N � t 7 N -,,� � 'v � o � in a � 6 I � I I � i� � in io � �� r Q W a�' '¢ N N�� t0 t0 }�o C1 � W !�- � a'et�d� (D � �. w a o , � W Z � w � W N �M ��. <t tD CO . � � � � � O OZ � ?� ¢ o 0 4 z � �a m = w ? I � v cn gm O ? a WM U ... . .. .. � Q m � W N � O O I S �'" Z � O �z � z � � � � � �Q �� Q a �� z~� Z Z� Z� m�� J W J O � � N � � Q w � � F--�� F � � �� U�a � 2'W �d z�W W �� ¢ �� ¢a 3¢ 30 �D I� tX7 O� M p U J z v�i Z Z Q C Z U� �Q (1� Q O � Q�O �W� �W OJ � ZF" ~�OG.) �¢v t-p U� � i.� W{J7wQ �� W �J BZ I- m�F � Z O� >-Z cD p Z C7 NL�I ��Z �j � OUY XO tilW Jvi,,� O U _ g m � J . ¢w? �a�"c� �o� o� �� ¢_ N� U �� w> w x' �+-� Q�'' � W .. C�C7p Z� V a ~a' W Z� l=f7OF�- ZJ ZIl~ ��Za WNQ-��t- OZ aWa �_� Z�o� "c��¢op W � W �~^' a��O Zp^ C3"JJ (f)W= ZJ . m3� ��w�z Z¢�W�m Z p a��. z w F-�o d�X� w��`� _ �po a� . V�ZU O�w� Q a�S� �UU �i-=- . , �oQ �ww� N��=�Zo WwQ Q� � ~ O W Q m� � W 2 W O Z O C� �� - J . IyJ' JU Z � Lil0 J CJ 7= Q Z�Z Q J � �- a¢cWa ��dm ¢G�NmJ �� 33 ' �' � c�i ri d� u-i Y+ ,. r,rr; '� �t� �s ,� .�',, : .� � nh. � :r' r lJ a e : S U z I � � U U 4 Z Q� � � U Z � W - x�� •� W ZH 1\- � Z O � O 0 _ C� Z � p � J Z x4Q V � = Z � U ¢ � z�z � � Q x`�W Z ~ � z � � � 0 Z U Z i o � J Z X U J = Z � U a � ? U Z �w¢ � x`�W Z~ ~ Z 1=p tD�� 0 � � ��o w�w N�Q za� O Q � m�v a � Z�-- JUI NOO x o �_- Q � Z � a � � O 0 d Q � \ p W�w N �� ¢ � � � mr--a _ � O ZJH U7 N O O x�~ Q � U J O �ao � � ,�, W z � � � J W � � � W 'i Z o- > o d � O C9 U U U `t'� z z=� 0 0�¢ C� 00 � � W � Z f/) ¢ N ~ 4 W J � `� J Z w ¢ -p d >� � � J • Q Q � � Z 2 =a� Z Z V Z w¢ � � ..�.. CJ7 00 .-.� � W �n z V7 Q tn ~ Q W J � `� -�i Z a ? O � a � J = aQ � � 2 v v=o Z Z V Z W Q � �O UC� 00 � � w u� z �, a � � Q �'"i J � � >� J Z W <C � a > -, a �� - Q Q � �z S S Q^ U U=� Z z � Q t h �C7 00 � � W �n z V7 g (/� ~ ¢ W J � � � F J Z W Q � a > -, a �� - � <C o c� Z _ =`to Z Z W Q d' d' � U' 0 00 �' W � ¢ 3r� o m� Q w �-W- �w 3 C� � � O ,`S� O � j v � F- x xwa v c� z � .-. z zai-� Z O O N � � 00 � W ¢ � m � Q W � � � w¢� ¢ �� O��'- � ��O 0 ��F W U U CJZ�� z z4�� rrza � o�Uf�U[� 00 � W Q 3 m � O ~ Q W w N � � W Q � Q �j C=J � J � � � � �vO . � O i-�U 2 x Z � � z z�Za �p [O V1U� 00 W � Z W ¢ O J Q �'' Q Q �� W GJ w�f" Z � a w J Om� v- m � . � � W wF o �Q¢ � U U U Z Z � � �O � t �� 00 � �W W �� U.-.� O w a � � O = Z Z Z � Q J � J � �¢- xZa c=.>=v Z U Z � W � �t�� 0 � z a � O U w C� Z S � S � �w za I¢ O � Q 0 � Z J a � 0 U w C7 Z Q �� = W v'- z �- �a O � Z J a � O U C.? Z ¢ � L� � S � Ud Z c0 Q 0 � z d � 0 v w � Z Q �� = W U ~ Z � 4 �� 0 W � J Z ¢ ¢z Q� N � m O N �''� O H�w U W � W N J Z � � a-= OaZNv� mF¢-� �>K� Q w Q m w Z Z�� W U W ��z� I i ¢ � 4 I = ��U' Nv 0 O J S V) Z � Z `� .-. N N m � a =¢c� Q^w�w� f-I,a}JZd• J w�vn- I =d Nv'aNvN Z Z (/l OQ 'WQ.. ��No>�o Q] � WJO]W = U � Q > S Q c.�zmwWc,�w z— � zcr I¢a~ _ 0��.~.i(? N..~i 0 � Q Z � '-� N N m W II Fa-f,J W V wJ � Z � N d - _ � N �aN�U3 Z�Z UJ OQ 'WQ� ��o>�o m � W -� m W 2 U � � > S 4 U Z m W W V W Z � � � Z � Q 2 S (O v�vC� N.~i 0 � �v �¢ ¢ z � ,-, N� m� N 0 �wWUw� J Z NQ-=Q. N � �=- cV �(/) OQ� 'W4.-. �{- O>�O Q� � WJmW S U� Q> S 2 V z m w W U W Z � � � Z � 1 ¢=QI= <f'v�v(JN..~i 0 W C7 � Z Q � �� ¢ � � � � W Z �.. � .-. � W U H � a= � m � Z �OW �r� i-aQx U U � U � � Z Z � � � J I p � � � �'] vl.� V �..� 0 � Z J d � � J W � Z Q �� S � va Z �7 Q 0 J Q ^ U �n az N U � d W Z �J � Q , -� O � o" W w � m Z - ¢ 0 � � W CJ U� z zZ I I p �D �D � 00 J Q � U U� Q t!� _ �--. Q U O � � Z � ¢ y J �� a ww 2 CD Z . ¢ O � � W � U (� � Z ZZ � �o O O J Q ^ U `� a � U ~ .Q W z v � Q O � � W W a mZ " o `L o rn ,,°-� � U U � Z Z z � d � 00 W a r v � Z m � � a d O U S V Z � N Y 0 � z � w � -� Z �O � � J Qa � Z xQo Zw¢ cD�U 0 � Z Q F W � >� J Z j O � � J Q ¢ �� = 4 0 Zwa c0 � (7 O � W z Q � J Z jO � � J Q Q � Z _ ¢ � z W Q ��C1 0 � z ¢ x� O m � lJJ ¢ >� J' ¢o > W . Y U Q U� z� a� � O 0 W J Q aQ� ��o � z�¢ ,,,¢� LO U' J V- - a � � ti � � Qi:(/7=� J� Q ~ N� Z W d O J� � � A N�-�atrQSQQ O h Q�vK.~..N h- � �� jm CrZ m U 5.::-i S.-:� w =Zc,�oavo � U- Z Q> Z Q Q S Zl�w �w�U i �a'irW-�i�ra- ��M.~.iU` r'')��Q O � W J Z Q^� p a(�!'i0 �� O Q Z s- �- til X - w � 0] W � V7m q�l�-U�� Q d i�Vl S� J� 0 �� F¢--N�ZWO..OJ� �- m - � � N a >� �a d-�N=�¢ .� zaQ�`-'�.°-.�r- UQ � ��>m �2 � Q7 U S.-.J S.�W W =v Z(�pQC7pQ� U S- Z Q> Z Q = z� viiww�w�v ?�I �' z��i-=Hd��¢ u7�U ��M..~iC:M��Q O O � W t' 1 Z J -�U1 �Z Q o �Qz �n d x� Q Z 2 Q WJ Q� mP�w- � VIm �M-v~1� Q d i:U1 2�_t � C'1 �3 �N�2�dOa� >� N�md��q�QQ UQ ��Mjm��F- z � mU2i:JS.-:WW 2� UOQC.��~� Z� �ZjzW��W�v �> ?�d-=�d-=�i-¢- �u'� �U c� � r\'7 ..~� C.¢� M�� Q 00 W � � o �QQ a Q � W J � ( n Q .�..� N F Q Li 3 ¢ �._. � C�mCG m �v� QZQ O R= � p � m N Q U (=.J n' � 'd Z Z�� N N�ti H 00 � J = U� Z a z a .-, � I � � m W d N z Q C� Qr:WU�� ~ W J Z � J W Nn- 1 =� n� N n- cv � cn OQz 'W<,-. � � � � > � p c°=Qo¢mo =��¢>x¢ U z m W W U W Z � Q= F Z= d'v�vU' N..~i 0 W d r � � Z m h=- � W Q d � U _ U Z .-� ly N _ 0 0 z ¢ O � m FW- Q w �� > � , Y U Q S � Z � I> r � O O J Z o av�'io v'oo Q Zd'4 W¢� `�' v�m ��c�i�� d� Vl S� J� C3 awav¢aoW� r-N�z� a W�m I =c�f��v� NO � O M vQ� vQ 6 W vi m V 2i�-� Sr:W W Z U O Q U p Q� U I Z W>� W� U Z�d-=FW-�t =� Fa- d-ut'��C.� M..~..� Q 0 W 0 � � aJ O �w � � � Q � J `-� W Q � qK� p � m � W � V ~ Q Z Q � m N Q ^ U U N � Q z z `�'� � [V N� Lii=- 00 � Z ¢ x� m r Q > � Q � O .Y -� CJ Q _� U � z <y �O 0 J Z o a4� ��o 4 Z� Q W< 1 N O� C7 �I-- � � H N � Q. i:Vl 2 � J � 'J' QWQUaa.pww F-N�Z W -� � N a m d Q N Q Q z�Q�"c�cn O O"�Wm � � Z Q7=T "J S�w 41 � Z U � 6 U O Q� Z d> Z Q� V 1 w I z�d�=f-aic� I M\�¢\rOi- d'�.r7.�C� M..,iti. Q 0 W � Q � 4- �f1 � � W I � oai U � � J � J Q � ¢z� S O l� �~� � a O zz � Q N V m � W Q W Q a =wo ~ F=- W QOS W � 0 Z 0 w r- o � �' � �z�z �w �Q Q �� ood-o `'-'� �-�,,_� z� �-_�= o� X1.ilWli.7 U� W � U � zL�Zli z� ZC11-(l. Q W �QV70 �> 1- F-- d � _1 FQ-�- p Zj t/)Oz� � Z Q � W W C� t-Q Q(,�J ZOZ� �-�m U � Q � � Q � Cn Q � � O � O �ZQ`s�� Zd W� � � J � w OQO �i�� zw� dri ca � � W � � � � W W U � � � Z W W � 2 � � � w x J p � W � f � � J Q Q W U U) � � � U Z � � � Z � O O \ m L`� � �� z m � o -' ¢ }- z rn W �n �nQ O � v c� Q� t= o > z -� _ ¢ � v � � � � Q O �� pw � m � ¢� Qc> � � w v� � n- � U C� a tX7 m w CJ O � �- r �, � T U o O w= � N Q � � Y z � z � � O W p p d a> W U� H Z z � Q� N Q Q Q � _ �U N _x m �. f/") U7 .- W .- N � 0000 0 � �i ww O� ~ a. _ � � z o 0 z a� o c=n Q ° � X I- Z z I=- Z � � O Z � Z� Z O Q O O F= W ~ Y � � � Q z � (� Q q � � F-- � C.� U C��Z C� ZW Z zWQ Z� �w W J�-� -�LJ �� . 1L Q O Q- '-�'1 � F- F- � � }" � � Q (n J �J �� t,� li V,J W� I.il C� J� Y UWt.- Uz Qw Q a O� Q Q � � m �d0 �ti zcn �- N M d- s -; j � ! ��. ....f�`� ��,�� i� �T_ Q_ m�;;� z o t� Q o �� , � i � � Tr;� - �� w~ �� ¢ �w U) C? � C3 � � J �a OZ �O �� O O ^ � � � W � � °� O M z � u � � �� u _ � � � J Z �'- � O W W F— (n � � W W J U W \ � n • �� '' , � � M: �ew. a � � � ��. C � . �... � � � � 0 CO � ct) � � � � � ��,� � � � u u �r ��.s__.i� � � � >- � Z O �Q W � Q � w ¢ � I Z O Z � O � � Z Q � ~ o w � � � u X � m � n � � .. � �. �� tY3 Q d- r- u �—� ( � � Z � � - � _ � - � � � U �' � "� � h � � E '~`'` C W � N�� ; u-i �n a, a� `r..° U} "' +""J `_ N . {^1 '_" N� r' . e}' �u u s—a u u� X ! . ....,.�, � I m ` . � rc� LC G � � � � o �i ' �� ^ U � E � � N � w� (� � �� W � T � O � U � � E �- �- �: r [ � � � � � � � Ir � � � � Z' � f- U W (!l X O m � � � `I .- �, u � � � � .-- � � � M � �� T � � � � � � M � � �% � '� � �.. O C.� O J H � � Q � Z �O H� � O O � � i�i � O z : � \ � n � � � I�..� �"� � _ � � -� � �� z M � 4� � `- ��. t� .�,e„ � u � +ry � � � � (d3 0 i� . �, { � �"� . C�J � �/ , , � c � �% ' � � d � r , � C.a r- � � � N N CD � � � uu >- J Z O �4 W � Q � w ¢ � I Z O Z �..' O Li � � N � � u "� �C � � � � Z � � ~ U � � � N � � x 0 Ct] � � �r � � Z 0 � � ti� w � �; � � � � x 0 m' � 6 �--, � � ~ �. .- ;,� �- � Z O H U. w (n � W .� � > � � � �� ; E �' � � � � u —as.- = � � �� " � � � C� > ;� � .� o {W � � W Z ua a' �--� o� � �- u � L� .'� �- � Q � C:.J1 ' � � � � '� � � N � � � � � u N � � �\ � � � u � � O � J �¢ oZ �o �� o o �, w � 0 z � z 0 � � � a 0 w > Q a ► Z O Z � O � # z C� � � � � U � W o (� cs€ � `--, X C� m � � c +zi T N: MINIMUM 6" INITI� BACKFILL COVER h4lidEMUMk i EMB�Dh�Eh PE "�" BACKFILL E Sf�E�: E1- 2.4 �.�. ,ND MATERIAL EMBEDMENT INfTIAL BACKFILL E SPEC. E1-2.3 G.C.D. WATER: SIZES UP TO AND INCLUDING i 2„ MINIMUM 12" INITIAL BACKFILL COVER MINiMUM 6"- EMBEDMENT TYPE "C' BACKFI�L SEE SPEC. E1 —2.4 G.C.D. FfLTER FABRIC— SUPAC—NEAVY GRADE 8NP (UV} OR APPROVED EQUA�. CRUSFIED STONE SEE SPEC. E1-2.3 G.C.D. NOTE: SPECIFICATION WATER: SIZES 16" AND LARGER RE�ERENCEs aRE FOR WATER AND SANITARY SANITARY SEWER: ALL SIZES sEwER o�v�Y. SANd GRAQATION • LESS THAN 10% PASSING #240 51EVE � P.I. = 10 OR LESS CRUSHED STONE GRADATION , SIEVE SIZE RETAINED 1" 0-1� � YZ„ 40-75 3/8" 55-90 �4 90-100 #8 95-100 MATERIA� SPECIFICATIONS THE EMBEDMENT AND BACKFILL DETAILS PROVIDED ON THIS SHEET SHA�L REPLACE APPftOPRIATE PROVISIONS OF E1-2.4(b) AND E1-2.3 OF THE GENERAL CONTRACT DOCUMENTS AND SPECIFICATIONS FOR WATER DEPARTMENT PROJECTS (G.C.D.) A�L OTHER PROVISIONS OF THESE ITEMS SHALL APPLY. PIPE SIZE DITCH WALL �p CLEARANCE MINIMUM—A 6" 8.6 , 8" 7.5' 10" 6.5'` 12' 6 1 6 , �,< 2Q" 6" 24" b" 30" 9" 36 ` 9' 42" 9` 48„ 9 `. i,, ,, . .- •- � .� . �� . - . �; . . - - : !'; � � : � � • , ; ' 1 • EX�ST�N� �lJRB �, �� [C �I .�.. ._ � � .� � (� [I � _ =a= = --� ! �C._--- ¢ �- - - - = EXISTING METER VAU�T, � I SEE DETAIL WTR-031 I � J� � FOR TEMP. SERVICE � � - -�- - � ( � CONNECTION. � � ( � TEMP. SERVICE I � � 2" GA�V. PIPE � � �� — � Ui i .� � tst ...... � �� . 1 TEMP. SERVICE � 2" GALV. PIPE- � � � -- TO F.H. OUTLET FOR TEi��' -� WATER SUPPLY. ,,, � TEMP. SERVICE 2" GALV. PIPE , , � �, � 1 � �� _�. � � ..- �. � � `� —1 � i �- � �� >� � �� Y � �) p � � � � ..�� Ji ...� � � !� J � � � � Q �� Q � �C m �C � � �� I � � �;�i�TIhSG GU°�B SEE DETAIL WTR-032 FOR INTERSECTION CROSSING • •' •' • � . . � � . . � �' : 11• � � �� CUT—OFF N OTE: 3/a" TUBING CONTRACTOR SHALL BE REQUIRED TO COVER METER VAULT W17H PROTECTIVE GUARD. �� ADAPT AS REOtJIRED 2„ GA�V. PI�''��_—..��+. �� . i I ��: +,F— L � F G�- � . � ��i �,`` �;,�' � : �, . . _ ` ... t:. x I I I� j/ ! 4 : b ' � � / I / f� '�+. .: +h • ._.j F' �! f / / .• .,, .� . ._.... � . . I'��. �, , _ •` � -.'.> ... �..�� I-_. EXISTING CdPPER SERVICE LINE �� i=I 1 i. ��' ��=-� ! ��` E �--- EXISTING PRIVATE = ; ` =1 i (= � � ( =�_� � E= SERVICE TO HOtJSE OR BUILDING. �t� TE: ,�ETER SHAL� BE REMOVED BY THE CONTRACTOR. CONNECTION FROM BY-PA5S TO PRIVATE SERVICE SHALL BE MADE BY CONTRACTOR. � �, . � �. • • ' • � ' � ' : 11' ' a ' � � � «� � i . , _ �� o�� 4m Qmwz� ?�� o� a¢ m��va �a � >N �Q�Zo oQZ �c� �a ��wp,'_ � i`o.� �U K� v�mOm `-' ��.� SSG m .� ,: l i � � 4�, !j i . �� t = � .. . 1...'t_tiT �,._. �' �' 1' j� Y -� i��i TI I� i' i� J —i - ', _ �, . � .1� L—) {—�-- �d��.a _a � E � -- � � it ' Z �� i � _ � - i � i : `'' I � j g� ` i �" � ��_ �; — �� ,-i��. ,,. � O 4 � � � ,� � ,—r , _: �i— � L e.I 1_ 1 � r °��'„ Iid 1 a I I ,.�` G-� ��T�-r�� -- � us ea � i r � (dAl) 9NIN3d0 ��o¢ a ��`"" �¢� Q W�2i.i �4-. � � O U q U m (� W � z � O�O �0o y�j � < o�� Z�3 '` a�� wNN� zx�� OZw� �md 2��' N `^ �z° '�w�o ti� N W � p g � � U>Oa �c.��V�? a t�J¢Z ¢�� w� � � I � � i--' z s�a W W', !� ~4 [11 � j 1 r��' � 1�� r f�l � a Z � � � W � � O p W LL tn CJ Q Q lai m� �O sem ' wwZ � � Q � m J � 7 J 0 in �a_ o O = � � Utnp�x C7 W � W W O� J = Z J JC.FOm Q O J Z K � U a ¢ O � J S N � LaA W ~' Q � W mLLJ :J7 0 U � Q 7 J � � W U7 Q W W � � ..1=-Z� Z F FW- � I-Q- J Q �Z�QO ZQ= = U NNO �Nx �V1 \ Q Q 1- N{yl � z V C p mm� �02 �`� O N a �F� ra a N N K < 4 < J 1- � 0 2F � 0 Q� O(.7 >U�O �QZ J N �a �xc�� W�n.� a�-�''' w �i fn n,N � zi- >'�z i c� <n� �m � � �� aw '¢��v°- �Wa�w a a�i a� �¢� p. s �'¢ J� QJ�N F�OWs� k p�¢. ON O� OT � 3 JW U� FaQZ �w01- z OQp K� Sca ��t7 � in V � M O N Z> 4 m Vl U v 0 6. N r � y mh jjr �� d Z � tV fv �. N 4� Y� [':•- � m� � � � Qa wno z -EC�' I t ..l:.E'i?" iC� �� ' n91M1�em..c�� r �. at�� 4 U S '��i , : ' T�� z f . O� � �.' '. �O �U�q � � � < �� `'O Op� � � Q Q c � U � " Z N .9�,�'�'�^` � ��,. � 2 w�� i�a'i caim� � 1 �^ � .£ r �.t�3 oZW� � -' ��.�:� � � a w � � _'.z o � a � � .¢= o ! �� OJOa � �� - •N� 4 J � -� s,., :..t U {� � Q ��3z i - � �s� � 6r LL.O i �� r Coy '; 1![S � +� � � e '1 ■ �� . .. � .9-�� ' � �- - ��.,--.�, � � �p - ••l��en g � ' �:1b �` � � � -_.. ,A..Z... . � �v �.j'�. ,._, 2� _ e. �WO � Q 4 S- � .. . ._. �� . tt1 U m � Q�O � �O 41 � rx- � JC� a �o � WW� � a�.. �O�Q•� ��eo-� �. W�-z 'n� �o'- o0 0�� +.`'`e. t �r '_� �o�o� �� a� �U �m0� KC) J�W � . +.�y'� G�+F'"c �Q >wa�� 5U `$ O�O N W_ �Z� '''� GilY .14: JF-dQ- ^� �ZW� �Z zZ0 � Q� 2w 7WV71C{ti. �L3�.x pN� ¢aoa �O� �%�x" <¢ aom J-5 pv��i�o ai¢ YKY(,9-.i a� `��av, "� �--�� _4-.t .9�-<L � 531tlVri . . .9-,� 21" BLl CAP w, L.ABEL 1" WIDf REFLEC 1" AP? 6" BEL 4"G P VC . �; �', r � t; f. t f � Irj �� ; � . ,., ., . r, .. �, ; {.,. ��'°` �� not:e�emY �9F+ �1Y/YiF 79T11��! Y R�C bcOWTJ�maT �m � � m � id�1�84 c��aes LOWy.� KS� V1 ��ffi � � � C�`t�t N�i+�BPL�� lbed¢C �� u�,Ea!�r� �� wn�ar �. �,w ��r' ��r�� ,�� m a�,� � �� C� � � � �� t � (�1 �� amsmma� m NOTES: 1. MARKERS SHALL NOT BE USED FOR 12'° AND SMALLER DIAMETER WATER LINES. 2. PU;CEMENT SHALL BE AT EACH RIGHT-OF-WAY CROSSINGS AND MAJOR UTI�ITY CROSSINGS AS DIRECTED BY THE ENGINEER. CITY OF FORT WORTH, TEXAS DATE: APR. 2010 �1�4TER MARi�CEFZ P�L.E Wl"R-034 � . . . :, . . CITY OF FUR"I' WORTH STANDARI� CGNSTR UCTION SP�CIFICAT[ON DnC: UNIEiN"I'S Revised.lull' i,2011 'ii(?b {'ll' :Ge•Is;(=or„�i�i�tid tTr; �=t ('rn;ec: C.�itvProicr.r,l',.� 0/=°' S ,�� '�� . � � � r., S �� Ci`tai- R-?YtZ � ♦ �,: � �' , ,. ♦ FIGllRE T�TLE SAN-OQ� Sfand�rd Type "A" Access �anho[� -- P1ari V�ew �_� __. __...._ _ � ab_ __.._ _ _ _ T SAN-G02 Stan�ard Typ� `A,, AGcess M�nhc�le . _... .e . . __—__ ___. __�� ____ . __ _ _. _ _- - SAN-003 I Standard 4' Diarneter Manl�oCe �. � ._ . ___�..._ _...._ _ ____� .. . __.___ , -.__......_ _ ___..._ SAN-Qti4 Shalla+nr M�nhoie_ _�_� �� ___e d_e. _ _. _ _ _ _. - - SAN-Oi}� Star�dard 4` Diameter Drop Access ManE�c�ie SAN-006 Junefian Manhc�le Bc��tom �_ - _ �� _____ _. � _ �_� � �_ � ' SAN-006A 4'" and 8" Service Connectic�n - IV�anhc�Ie Bottom _..___.__� -..__. _ ___ . SAN-(}O7 C7fFset Manl�c�le t� Sewer Ma�rt �arger Th�n 2�,' _ �_�____ _ _ . __ _ ____ �AN-008 � _Bor�d �rossmg Deta�l __ _ ��_ . ______ �._ _ _ _ _ SAN-0�9 lVlanhole Frame, Gaver, Grade Ring� �r�d Ct�ncrete Callar __ _ �_.. _� _ _ ___ _ . _ _ _�_ _ ___ __ SAN-Q10 Hydr�ulic Shde ___ _ __ ��.. _ � __. SAN-U1'f i Twc� Way SenrEce Gle,�n�utfar �lc�n-€�ave� Rreas ___ _� , � �� _ _ ._ SAN-011A ; Twa Way Service_Cleanc�ut far P��red Areas ____. __ �_ S,4N-012 Chimney Service �__- � _. _ _ � �� S�N-O'i3 °�� Ty�r€c�l Artchor Bloek for Eievated Crpssing � ,_� __ ._ � �_ � _ _ _ ' SAN-014 ;: Concrefe Cr�dfe ��I-C�� Qr(Iled Pier _ __. �___ .,_ __ __ _ _ ______ _ " _ P_._.._.�._ ...�._...- .e............_ F ..,,.._�.- . � SAN-�� 6' Pier Head Defail for Pipe up �� 18' diam��er �_.�__ __.________ _ ___ � �__ _ - _. _ __ SAf�-01 i Pier Mead Detaii tar Pip� av�;r 1�" Dc�m�ter SAi�-018 � T�!pical T�nnel Sectlon - � - — - _. _ __ . ___ � � __ _ _ _ SAN-0� 9 Clay Dam � _ __ ._m �� _ .. _______ _ _____� SAN-020 ; Concrete Encasement . .,____ �� _ _ . _ ______ __ � __ _ __ ___ S�;N-a21 W�sfewater A�cc�ss D��rice � SA,N-022 Sa:r�i�ar� ��vu�r i�riarker Pofe __ �_ - _ __ .�_ } ! � �_�._._.._._ � _.,_�_^—I >-- i— � � •»,J J.� f :. - .• . � 're [ lF f �` �`I � �J i//// - �' .. �� .R .' y '� e % f F.. e�. / � f/ f / � E � _ � � � ` �6 ��.� � t:� �'a.,� ��.s � f. . �j�l E`I � �1�.`3" Y �,, ` r / f r : f^: � {� � 8—�4 BARS (TYP.) �.. ,f� � F— � ..� � '' • �� , I F f'�,r`r'1 - : `� F— � --- , ..� _ ; �, r : � ca . , � .� .> : ,�" TY�. �z z h "i �� , � �., *,,� ,',:� : w o . f f;� _ ��, �#',�je. � W f �j � - j',r � J ;' i � ,�� . N'7 .,,, � �^.. �.. %^�/ � y O Q -� — � �� —�— —� � . � � �. /I% i : fr`�, t . F % ! I F�`� � � >� .' O � ' y � t',: � �, � � � �.` , �� 't j� � .;� '`�;t;J � f 1`�v{ _ �. f, t� ` J 6 tQ � X. Qx (ij � ( � � � �' ' d . I. � � . % / + �. �� '`} t'7 �� [ . / I � �- F 4 � . � € . ., .-� a �..• ��/ � yyyy ±P� . F � µ Y .. ,.. 1 .J.� �, h �ti. . � �� -�� CC�f�Gt��TE E��?��E�1ENT NOTES: 1. THIS STRUCTURE TO BE USED ONLY WHERE PIPE SIZE IS 39" OR LARGER. 2. 2'x3' OPENING IN THE PIPE TO BE FABRICATED AT PIPE PLANT AND NOT IN THE FIE�D, EXCEPT WHEN CONSTRUCTIQN IS ON EXISTING SYSTEM. E1-14 N9ATERIA� E2-14 GONSTRUCTION -- ��j��T� CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 �� SiANDARD TYF'E "A" ACCESS MANHOLE PLAN VIEW SAN-001 --- MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR PER SAN-009 WITH "SEWER" CAST IN LIO. J CONCRETE — SEE STANDARD 4' DIA M.H. DETAIL SAN—Q03 APPLY 2 COATS OF BITUMASTIC COATING 4—#4 BARS SEE DETAIL SAN-001 FOR TNE INSTA��ATION OF STEEL BARS AND ADDITIONAL INFORMATION. �1�� 4-,�4 SARS IVI�L�. POUR AGAINST WOODEN FORMS 4000 PSI CQNCRETE ENCASEMENT �,.��;. ,`�/, ,r' t� %, ,� jl � �3G�`" C:LE�R� ��Nc i � � —A�l��'r` I��TEF?EC�� GC�RFi�SIt�U PR�JTEG71Qt� AS �EQ�tI�Et�,. �.v�.� Di�. (t�ilt�'_� �`f„� ��/" �'� � � �' � � �� , I/ ' ,�, ` ` �r' 7'=�" �`,�`�ff j�' {2`x3' t�P�Nii�� ,,�'�' r� F r �'� � ; r�,'f, r �s � � ,.�rf r j'f� � ! ,:`�/�`/ � � �.� i � f,`r t f R - ^j > .: J» ':;� --�-.., °;' ; ., �r .. :.�'.... ,Z = . ]. ... ! { � ; �, ;�+ "`' sr e,=�,R,. , . "=,A ' ��r '. i�, t w q.� i t ( .3.; - k � :• �. � r:�. .. f �`�'.. 4.. �. �4 � y a 'f. � ' � f + �� G-�J X A ', � � �I i'��° T _, ,: { `r� ,{ r '4t. �,�C%C.- � x�. � �r'Y� , `,�` :;-��, '- ,; , ` ' , . - :,-, a " ^.,' % a�. �s" `„ - x' f '..af < �'i F _ �y y s. �.a .i .� K 4:. �.�: '..t�. *�` r ,S rr . k. .�,�: J ��'. Y. ... . ... . .._ _i, _ - . .. ., _. . _ .. .t a... . . . ... ? . . . ... � Ei-14 MATERIAL E2-14 CONSTRUCTION N OTE: 1. THIS STRUCTURE TO BE USEd ON�Y WHERE PIPE SIZE IS 39" OR LARGER. • •' •' • � �,�� . a ' �;;_ DATE: FEB. 2009 S�1 -002 REFER TO AN-009 .�� •: � ��' � �..> d.s i ��.� "':: � � -- . � \�_�\','�".�."v'�'/f %J � � K ' � � � 1 I "` `?�..``'�b �•'�-._�'�r/ /i� �� ✓ '` � ;;. � l�` �� I 1 g� 1 � ;; MANHOLE FRAME, COVER> — I �� ) � GRADE RINGS AND CONCRETE .�,-��` I) II COLLAR PER SAN—OQ9 WITH i — j — "SEWER" CAST IN LID_ � �� i � I ��'iR�- � �� ; �� i � �� ,� .: .� �,:.��f � f f„Fr : � �� I � ' � I � ` ��f ,r l �Q ,� ; ��... l� _ :� ��: I I , ( I „��;� � � ��..,. ., .,r',�,�,' [ -��'.' — X ,�.,�w. ' — .,,Y".' . � Q � ,-�;~., TRENCH WIDTH —� . ,' 'K �`�� a � �;� s � �� I -=: �. t� CONC. CRAD�E � 2 COATS OF �' � ��'��-`� I��`�� '` TO EXTEND TO � BITUMASTIC �� v `' PIPE BE�L - `._ PRa7'��T1C}t� AS i' " ' � COATING �� t �� 0—RING GASKETS .t` �STM G-76, CC.�1�S II[ ,,a � JOINTS (TYP.} ,_.I„_ _ ° :' RGF� PRE�AST P�iAC�iH{iL� JOINTS RECOATED � �< SE�Tft}EdS Q�' EC�G.�L, ,`"' ' : AFTER SECTIONS `>' � (RE�; �2-94,; � -� VARIES WITH PUT TOGETHER t`�' i PIPE DiA. :ti'. � SECTION A-A � �` � A ' A � .� � : � -�, -��' GR�E.� T � � R . 4� t � � � . � �. .. - � . .� � . : .� , ., .. .z .. .. ". ��. �j�' . !' I _ � m. 2 .r. ' �Y t. t. . . " ,: . .. . ,� ... x� � , .._._.,_.. ._._. �_..._._._._........—.. . t q � 4 t -F h } ;�+ j. �"" 'Mq� 1*o'D �A �� -.�. � . 4* * . fi } . .. � Y e � � � ,'t � � + � � � � ',� 02 � . USE 4000 PSI CONCRETE—` � O 4' DIA. FdR SEWER PIPE UP TO 21" DIA. 5' DIA. FOR SEWER PIPE E1-14 MATERIA� 24" TO 36" DIA. E2-14 CONSTRUCTION ��+ �� CITY OF FORT WORTH, TEXAS ST D 4' I ETE OLE M1: a a � � .� t A � ♦ ` �e � L .., `� ,, SECT{ON B-B DATE: FEB. 20Q9 SA -003 FINISH GRADE MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE CO�LAR PER SAN—Od9 W{TH 15" BELOW FiNISH RIM "SEWER" CAST IN LiD. ELEVATION FOR STREET RECONSTRUCTION ; ��J`�� ,il f� %i ��,.,'.•_�t -�:�i;f�'�%r'�f.'; %��fflr'`%�. a:`• y `�t ,I`f / � ,' ��Ji r .."` tt � � ( :, iY R�' +�� .��:.a ��t� F�AT SLAB TOP MIN. 6" THICK, DESIGNEO TO MEET � 48„ OR EXCEED H-20 �OADING :;":;� - APPLY 2 COATS ` MONOLITHIC CONCRETE OF BITUMASTIC t ��-� i Y� (4,OQ0 PSI) OR ASTM COATING. ,� ' � 6" �` C478 PRECAST MANHOLE MIN. 6 ;,;, ,; ,: � SECTIONS. � �..,,--. — — .•� J ,,. '° w --� ._ �. .- -� _ -_—_�' ; _ _ — _ �. + ;� L :� � . . ... ( ... . . � .. . ..Aa_�r� W SECTION A-A 0-RING GASKET � JOINT (TYP.) E1-12 MATERIAL E2-12 CONSTRUCTION ��T�ia�� PLAN CITY OF FORT WORTH, TEXAS SHALLOW II�AfVFtOLE •�Y `~i� _ -'� � »�,j., y , .� t4 �. t �. ♦ �{ PRECAST JOINT DETAI� 48" R.G. � � : ��• � �. _ �'�' MANHOLE FRAME, CQVER, GRADE RINGS AND CONCRETE CO�LAR PER SAN-009 WITH "SEWER" CAST IN UD. USE 5DR-26 PIPE � TO FIRST JOINT BEI-IIND LIMIT OF � �`�, EXCAVATION \ �� CONCRETE COLLAR �! �� t � /� �`�I � � Ij,� � ,�,I�i � — __ d- f(iiI- � ��'-z" � I �� j I �,i z ,_IfI N i�i'� _ LI I�1 I TS OF �� i( wo EXCAVATION �-- i f, t J �„% 1 � m ¢ i�li Q r rI I �E % �� "`� SDF-26 i TEE � �.�Q" GLE.4R� j� ��r!iNr_; —`1 .APP�Y i�v?`ERl�}R G{��P�SIC?N PF?t;? i E�TI{3�1 AS R EG�U? R�(�. ��tt E1-14 MATERIAL E2-14 CONSTRUCTION Fi}�tT �i�T �, ,�r `� I�lSTALL i��iTS �iYW;�7' �".�,'� �:�� n,�, av��.� �r� w ` tvt.J_ F1TTli"�G � �F�, C�R-TEt� �C2� TS �� `�� -�_ �3" �� /�/ Qr� �F}-)r�,qEQUuE�TEyC��{�+ �RyIp�.�QV�rt(�Ept�q ¢d � 7 L!L! �fa I�IVJCVi�f Yt. � �1'iL. �, . !/ C}r �'.E. 1E�7 M.H� W�LL 1F� `,r`, s�.c�� 1 ��;/1 � TYi�. —� ia A,.'. . APP�Y 2 COATS 0� 81TUMASTIC COATING CONCftETE - SEE STANDARD 4' diA. M.H. DETAIL SAN-003 , VERTICA� TO � � 4�P: ��/ � 3/4 POINT OF PIF� " :•� i. . :� -., � '`' "� '` `t - S . �~ { t�' 4•` � i i "+a'� '`� � - - t � GROUTED INVERT USE 4000 PSI —• CONCRETE 1� 4' DIA. FOR SEWER PIPE UP TO 21" DIA. 5 �IA, FOR SEWER P(�� 24" TO 36" DIA. • •� •� � • ; � • �' � • ,� • �. r-�- . . � ; DATE: FEB. 2009 SAN-005 NOTES: t�. STANDARD PIPE FITTINGS SHAL� BE USED TO FORM INVERTS OF JUNCTION MANHOLES WHEN POSSIBLE, WITH INSTALLATION AS FOLLOWS: 1. PIPE FITTI��G_ ' 2. POUR MANFiOLE �LOOR TO SPRING LINE OF FITTING 3. BREAK OUT TOP OF FIT7ING TO SPRING LINE. 4. PQUR REMAINDER OF MANHO�E INVERT TO PROVIDE VERTfCAL INVERT WAL� UP TO 3/4 POINT OF THE LARGER PIPE INVOLVED, AS DETAILED. 5. STEEL TROWEL FINISH INVERT OF MANHOLE. B. WHEN SPECiAL SITUATIONS PROHIBIT USE OF STANdARQ PIPE FIT7INGS AS ABQVE OUTLINED, THE INVERT SHALL BE FORMED OF CONCRETE AND STEE� TROWEL FINISHED TO PROVIDE SIMILAR FUNCTIONAL CNARACTERISTICS TO THOSE AFFORDED BY THE ABOVE INSTA�LATION. INVERTS THUS FORMED SHA�L BE CONSTRUCTED TO THE ENGINEER'S SATISFACTION. PLAN VfEW CONCRETE SLAB E1-14 MATERIAL E2-14 CONSTRUCTION F�,�%�T ��3' SECTfON A-A WHEN PIPE SIZES DiFFER, � MATCH THE 1'IPE CROWNS. CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 JUIVCl"ION MA(VFIt�LE Bt31'T'ON1 �q�-p06 tSQ�'ES; A. STANDARD PIPE FITTINGS SHALL BE USEU TO FORM INVERTS OF JUNCl10N MANHQLES WHEN POSS16LE, VJITH INS7ALLATION AS FOLLOWS: 1. PIPE FITTING. 2. POUR MANHOLE FLOOR TO SPRING LINE OF FITTING. 3. BREAK OUT TOP OF FITTING TO SPRING LINE. 4. POUR REMAINDER OF MANHOLE INVERT TO PROVIDE VERTICAL INVERT WAI� UP TO �/4 POINT OF 7HE LARGER PIPE INVOLVED, AS DETAILED. 5. STEEL TROWEL FINISH WVERT OF MANHOIE. �, WNEN SPECIAI. SITUATfONS PROHIBIT USE 0� STANDARD PIPE FIT7INGS AS ABOVE OUT�INED, THE INVERT SHA�L BE �ORMED OF CONCRETE AND STEEL TftOVJEL FINISHED TO PROVIOE SIMILAR FUNCTIONAL CHARACTERISTICS TQ THOSE AFFORDc� BY THE ABOVE INSTALLATION� INVERTS THUS FOR�ED SHA�L BE CONSTRUCTED TO THE ENGINEER'S SATISFACTIQN. A E WATE SEAL APPR . �► /' i . ..-> . _• __.. ... . .. + ., F ...... � � f � ' ,�, � .�. .m.f ., �' : ��.. .... t L 1 � � i f�' b � �" i .!i � ry X £ t . :� f Y » x f .il, � � CONCREiE 5lAS .,; , . . „ , s „ t � — . • — . � ..:-.«� :. - r � _ . � . . : . . ,,:,�:.: `._ . ..�..t�. ,,._ . __. � . .. ., :..., . :..� ..r .L... +- � �� . .� r . , SECTTON A-A �� II I1 (1 CONCREiE SLAB E1-14 MATERIAL E2-14 CONSTRUCTION , � � �� - - � �• •� . . ' i • '' � � ; .; �, :� � � MATCH FLOWLINE OF Q SERVICE TO CROWN dF LATERAL/MAIN DATE: NOV. 2010 SAN-006A ..--'' QR(� r ,�� (GORED) ,V E1-14 MATERIAL E2-14 CONSTRUCTION ORT�VORT MANHOLE FRAME, COVER, —� '�.. �,,,. � �,,. .�" GRADE RINGS AND CONCRETE � COLLAR PER SAN-009 WITH "SEWER" CAST W UD. . . �, � �,r � . r .-: f �' f.;'-'' ='.�f/`if. � r't'/f �'�r` j r,� E �^-`"- ;. j` rf d�' ._._...,_ ."'a ' -�A��} ��1� . I ` ' —w� 1 �. : C7R��;i�`i� � S; SEE STANDARD 4' " '�' ` s .��'r��Y It�iER1�JR MANHOLE FRAME, CQVER, GRADE RIN�S AND CONCRETE COLLAR PER SAN-009 WITH "SEWER" CAST IN LID. ,,,,, '..._ .,,,. �. s �, I \ l ' - " >' \ f `� �' `� r � t j __ _ ��_.� � � �� l �� L � � � �, � i // �� .� �i, i�;,,_ .�"� �/ �i � / ; DIA. MANHOLE . ea�,i �� DETAfL SAN-003 : _ �� `�-�� ,��`:� i�E��iRFL� 10` �6h;. I , APPLY 2 COATS � OF BITUMASTIC � � COATING = �=�� 1 � ; NOTES: ` �� _ 1. SLOPE OF IhTERCONNECTING ;�'�� G PtPE TO BE NQT �ESS THAN 1% ` j 2. FITTING WILL BE DUCTILE IRON �``' r �i� ` .:t,. � :: W/ MECHANICAI. JOINT � 3. IF BEND IS USED, BEND SHALL e.�: � NOT EXCEED 22.5' �`' .r., ` SDR-26 FITTING - ` 22.5' � MAX. � „r,n, ,T I SOR-26 BE�L (RAM—NEK AROUND TAP) �� i � �—�,— . ----�-- � t = , �. � r . �� i q , . d e . . . . • - . �« S .,. -��F�—��, .61i,~L.ATERAL LINE . ; 8" OR �ARGER • •- •- � f • i • ° � . . . �� ■' ' . � : ►.��• �1 �� f w � m W < w ~ J W m � Q Q � � Q � VARIAB�E DIAME7ER BORE TO BE LARGE ENOUGH TO PERMIT DESIGN TYPE PIPE TO BE PULLED OR JACKED THROUGH. - � l "- ��---, i i "— � r i !��' i� � , � � ' .-.r.�.r�.,-.�. �n.r r.n.^1� �- r.� n�rr��.fi' W � � � � �. � �. m W W W ~ � � J , L�J � Q ��'' Q Q '�` � � � � Q `� � � CASWG SPACERS -- (REFER TO STD. ' PROOUCT UST) =� : � PERIMETER OF THE BORE l� DIP CARRIER PIPE _ PRESSURE GROUT AROUND CASING a—� �� AND CARRIER PIPE. GROUT SHALL -, ( �� BE PROPORTIONED AS 1 CU. FT. —.� � i O F C E M E N T, 3. 5 C U. F T. O F C L E A N .�-� �� FINE SAND WITH SUFFICIENT WATER ADDED TO PROVIDE A FREE .�`,: �' ' j;l� F�OVJING THICK S�URRY. ,�...) �=i ; i '��=j i , �I_==1`��'` ',; 7! TYPICAL END VIE� N OTE: 1. CQf�PRESSION TYPE JOINTS TO BE USED IF POSSIBLE. 2. IF COMPRESSION TYPE J�INT IS NOT AVAILABLE, M.J. TYPE SHALL BE USED AND JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE. E1-15 MATERIAL E2-15 CONSTRUCTION CASING PIPE SEWER LINES SHALL BE SECURED BY GASING SPACERS AS N9ANUFACTUREO BY CASCADE WATERWORKS MANUFACTURING CO., ADVANCE PRODUCTS & SYSTEMS, OR APFROVED EQUAL. � � �,�� :'�'� � r � •' •' � ' : '� � � � � ;,� � � • : 11 • � 1�;, TYPdCAL B�RE WITN F'!PE IN�TALLED LONGITUDINAL VIEW COLLAR CONFIGURATION COL�AR CONFIGURATION FOR PAVED AREA ! FOR UNPAVED AREA i � � � �E_�,; I MANHOLE FRAME AND ' 32" DIA. OUCTILE IRON �" ' " � ' '�� ` � � `.� :` �, COVER. (REFER TO � � � � . z-� STD. PRODUCT LIST) � � ' '� .'.,� -� ✓' '� _ �' �6_.__.sg:' ^F ',� r ,�' :`� . . _ .. .� . �. , � , e �� _„_ . , . �. _ , t� � . .. � .� g -��.. �� . , �- ,� . i. . . A` ' `�� ; � � i �,� : . � . ... . .. � ._ , � . EI , < '� � � �=: � � : . � f� `.;..� 1 i ; 4000 PSI �� - t � ' j j�:. CONCRETE Y , �� r . �\ �` � �" �* ,r , � � -�� 1� ,,,f �r< ` . , � ; .:�. _,,. �.- � �� . : . w . . ,�: ,y . � : .. ; 1 �. r.' hi ,y �,`` 4 . .. '. . � : f �,1� � _ d.- : .t � t� � ' r +`r� � �,� 8—�#4 REBARS TYP. ` � "'�` .. � .�,�_;4 _!- � ., . y'""f' ♦i.. . . ~� .. �.. � . . ♦ .. . • �... ��. ��v �IVt�EW, �� :_ +�7, '" : �%�� .l�l'��``/ �r�r�f,%`!'r,�f�%`��/, ., PVEAT .�' ; ,r,t �.._.G.s_..<.f`'.�..� F �8. � . j''1 �� fl �i�"S _..._.. _�F .�x'� VY��I �.��1 •` 5� •I 2" x 8" x 30" I.D.— CONCRETE PRECAST GRAOE RINGS PER ASTM C478. *�( 3{�.' CL�A�� : ('"—� tJpENI�G �r` ~ � ftt7WS 0� RAtv4—�1E44: �E�iL eajSTA�GFR�G JC�it�iS C��C— • -� �1PFF;O�,�G� ��U,�.i . 1 �,.. • I SECTION ,A-A 1� REBAR SHALL BE PLACED 3" O WHERE MANHOLES ARE IN MIN. FRQM TOP AND BOTTOM THE STREET, INSTALL 2 OR OF CONCRETE COLLAR. MORE GRADE RINGS, AS NEEDED, BETWEEN CASTING AND TOP OF PAVEMENT. �,"ti �� _�.- ':� �;<`r. J" i Y`r�. A � :� � � �i�" CHAMFER {TYP.) � _�z C— GROUND �� / [�! . � �� i � . G. -I��u.i �}e.�.._i ( t- � � �— CONCRETE COLLAR HEIGHT VARIES O HINGED LIDS ARE REQUIRED ON ALL ELEVATED MANHOLES, JUNCTION BOXES AND WHERE SPECIFIED ON PLANS. (REFER TO STD. PROQUCTS LIST) O LOCKS TO 6E INSTALLED ON � HINGED LIDS INSTALLED IN A�L MANHOLE �IDS BELOW E1-14, E1-20, E1-21 MATERIA� STREETS SHA�L OPEN THE 100—YEAR F�OOD ELEV. E2-14, E2-20, E2-21 CONSTRUCTION AGAINST THE FLOW OF AND WHERE SPECIFIED ON TRAFFIC. PLANS. �� CITY OF FORT WORTH, TEXAS DATE: OCT. 2009 � MANHOLE FRAME, COVER, GRADE � RINGS AND CONCRETE COLLAR SAN-009 3V�tELS SPA�ED EVEti[�`Y 1 t _T,.�_� � I '_ � --z -, -, -.� 1 � �� r - , . �� r �. ,,. .. ..,. �f / ��, � i� r f.� !�!' � ��!` f'!� ! f� rr�. :. SECTION B-B fV 0 TE: DROP TROUGH Wf�L BE POURED MONOLITHICALLY WITH CAST IN PLACE BENCH, OR DOWELED AND GROUTED TO PRECAST BENCH. SECTION A-A ORT o!'OR� CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 H1(Df�AULIC SLIDE SAtV-010 A� PLAN VIEW W W W U � c,> > W � a w V7 � J I-~ �z �O W _! V7 W � ~ O Z W N w 0 S � a O M Q] 1WF- JY LLr7 �� W W� NN UQ d � W� J N=m r li �N d VtJ C�Z C'O �O Z�.j Q � pW� 2ZQ��o t--� Ow LeJ Qm� ~��wmW ¢� ¢m � W¢� � p r� �� w i � 4 z ~�j Z��o2O� t=-Q �vTi I- w0a �W�m��U �w wY- Q�. � JN W m JJ W�Li O0� �Q'3 z� ¢ I ZJ�Cflw�� J U W Q�. w�� ZK��W�Z pQ Zr/�X. W' �Z� OtznC�.�ov�i�� cJnv=i �U4� J Ci �- c�i r- i � .'� z'; �r {', w w F- d W w � � � �(I�I �- �'I � � � J Q "�_ Q Y ( f') W � -� M O Q d ��-- � � I�... �.� � \ � � �= 3' Q� � (�k- O �� w z : � � O � t- i.- �. � � a a "' . o a �v� � ~ � � Z ~ X �� W Op- � }Z� o i't�-Q O U � t� U : .� a�.. � � � w L � � � � � � r �� _ � Q� �- O � s� ¢ 3 I- Z �> W Y � � vt6 r7Q QU� �� N a � O � ?�O O U d z -� v w�� w J � Q �- F- vao -��a v }� � j� � �Z � Q aa� _ �� z O�Zrn �' �-U � Il \ � m � � �: Z Q i Z � � � J W ~ � ' � N � � Q Z V Q W U � � # " ".•j f' ? `F y� � -. � `' �. � z o Z {�� }�' y 1 �f � A.�Y �� .,�� U f- ,� � :t r,+ �� t . �� , Y..�'�_ .1 .i��F«r i Q Q � ~ � {.' L N I •,.° '� � �,, � - Ya �„ F r..?* �.[ -.�, u° .� Z a . 4 � • i�.� �c:3 _o O i ,� , � z i � ." 4 � '1 � 7 � � + Y 4 s?�''` f ..� � k z�..k`z. ..a' - . ' � � � � � f-..e:i' $� �'� � �'?'•� .�'•,4„ E� f-, pc N � W � ~ Q 0. � . .: � 6 � � o = v Z Q � � �1 �` � � r E.�� -;�v�� L4 � � ` � W � _ � � � _-.1 � � w��LL�}� � � � �r y�. Cf C '� LL .{�j2 C7 C�. �<�.{i '�.�' a"" Q C . � �� Cf `��n> � P d �. v �, � �y` f a: C > R � � � �` � C7 W � � Z o �Ct� N � fldC�3¢�]��>?'?¢ �O �— Q � � � � zt3 �U � `� �� O 2Y � d`.___��t a 4'� W�� C'i � ''• � J m � ..ri ( � � l]] ��-. � J o N 0 - � � � W � XWU1 � �/ p UU , , e•�,.t� �� J � � Z W � � � � � ' .> a �C�Zw(!1 >. � O �t � � ��Z �--v OziP W'� C Z..N+µ; c[7 u? ' (y� Q p�� ZdX��,�j O O � o ^ � . � � n- c� � � � w °- = in � °] U`� �c� ��cnp � � w� Z "'� � � �vj _� O w v`'i � w � \ U � o i s # � R �'� W '% f� 2 �' W U jW v '�- W � � W SI- W Z F-O C7� . ��W~p �U pQ 1-� (.��FV'1~W W� ¢M l�r'�"7 Zp��>�h �d JY I vt�Nw W � �N `�Q Q. � w� J�=m >-�+- O� Qt!)Q (7Z t7� Q� �tt) O W- W z Q�� '- � O� � QmW ~�(n�wW �C� Cm � w¢� Opt-=-a�� w� w4 z ~�j Z��'oSO� t=-Q �� t- woo- �i,��m��U i,_.w wr ww � � J N W m z J j� ta- WO NJ �� z til¢� ZQ�7 W�z aJ v W W �Zo ov=i�o n�� oczn �a� J c� .- N � � w � .- w .,, r ;":,,. = .a" w � ,;=• z a � � W � W � � � � �'—� _ � a� i �= �� o� } -i � ¢ � o W Q� � ��—! � UH� ..MC� � ,�I I > � QVO a� `L � ¢ °_ ,�- rr z �� o '-o� a �� } �-4- o �' a ¢ i,�,,- cn ca z z = o � ; � az Wo� � ,'� i— tn �' q' ij Z� J�Q I— O Q � v� { C� �]p U�Z Y � �U C3 C] WU �~� U 'QO F� � � u- �'-' v> � � z 7 p s a- � m w U�= b� N � w t,� � a Z ''� ,. x O F- d Q ifi - � � �. Z. � Q 0 '��'': � � V7 �] Z 6) �' f- U � � O U _7 � _ � W Z � � � � �i �.. H J � � � U � U �; ` � , d,' r,. . �.r" . f # : ".T' . -, . » A a�� ') �`a � '�� 5 � 4 � ' � r- � ''� � � � � � � �y C ��r � � l� l��i f �' - } � ' �i f(fw 'a, Y�k .3 j '�,.., .i • y�'. t y'�z N 1 .,�y r'. F �i,. x ai y� .. .'i ; .+ . �• fh" 6 :i: . �. . . �. y � ..�y r .`•Y .�'(u � . � t"'�`-,� i' F� .^ x + a +._;� ;v ' F . � �� _,��^._ `� •��. � •->r�, :=•t - �^ w o h � � � � � � W �W � � � �,,. � Z �d�. —�. .4'�` ��O�d�� i.. C"°`< �o' ��` � 311- W(� r-. � � Z �� p W � q. t.. l,tYj -'_,`.,, � W O V7 Y?J- y� a i oQ W Q W U Q Z= m � � Li� U�l ��> �Q �� .. CL. (J}. � C� S ce z � � �w c.`'�� a�.� �d� � Q �¢ ��> c5 iYy J� W e� m� w � �' . . - Q � � u�y � xw� d -"'' U Z Q w � J�C�~til ��` �� j,,�� > �. �-C�?w(n .• ; �.✓':, ;, � ~ W � Q .�S �U Z � t'J Q. C� W � � W �� wa= J . ..n.._, � � Q �- +. W �� N F- z � � �� t�:J�_O � -� �� w s,u'n r � __ a 3 ' > 1 � �0 � ' I �G � � W � � � � I N C O N � Z U H � � d' J �"' ¢', Q 0., v N Z � O �' F— o � Q �o �� O � � � � Z v O � N � Q � � o � � � v n � � � a u� � � � � T � O N C Z J � o O rn � � m O U O � � W O� 4 � � � ..... ..__ ._.. __ � � F- 0 m � � v� � � � 4^ � � � �� _ v a 0 � a � a � d � r- r ao � �w > cc C� U � �\ \ �`i � LC � � I � � i-- Q � W O � Z � LL! w W 0 � U > Q Z �- � O � � Z O � z 0 � � � a � ,- U � (n iw z � J �� W C�EANOUT FtR �Iw DETAi� SAN—dll � � 2" MIN. GRAt�E � W FW(5H GRADE FOR 4" SERVICE FII�ISH GRr�QE �-i��'��) ��s � � � I,:f�l,� i�,` �1�1��kf } � __. ,�I i €�I 1= 1 I : �-"` � _ i� . �+ '� ' ��. SEWER PiPE PLUG -- �' `� '� �-� �-' �� FC��`aV E�'�°p.TE�t� TO � c y . . t x ��;,� ... �, �`., � �E �ETE�MI(�ED BY �'� � �--_—� =��.NGit�EEP S� � .l�e.� v'� k.. ._ . �T�ti�K � T�` M�N. , � , 1 � �}.(�T. SER.��GE LI��E � '' � ' � ,� � 6'° MIN. AT BOTTOM ONLY �'� �, � +5` BEND .:,;. � TYPE .�G", �+R ,.B" BACKFI�L ( I , � : a � ` ; � i :� �%' � " tir +--; �. �` e � �r��.,ti� �, I i � j ; �. I `�"t;,��. � � �y�,�,� ( � i �f� a„-��;�:;,;'" ,,� j""'' , �--� NEW SANITARY SEWER UNE ; , ; v; _,�.�,r� `� — WITH STANDARD EI�BEDMENT � �—� �,"�� ( ��i � PER DETAIL WTR-030 �. , � � `� " 1� _"§ (_ ` ry —�v`,w'�`'�r . c' ! i , =. �:i�l�I �h � 1Ii I€'=� ��IE NOTE: ==C� I�, ..� � i=m"� �� I=i �-I i�� I � TEE AND STACK TO BE COMPATIBLE TO MAIN LINE MATERIA� OR AS DIRECTED BY ENGINEER. SECTION A-A . • . ,' '� CITY OF FORT WORTH, TEXAS �HIMNEY SERVICE A _ � _� DATE: FEB. 20Q9 SAN-012 E1-9 MATERIAL E2-9 CONSTRUCTION ORT OItT � ��„ ` � ��<, � a �'. cn� - � ' 4-� — — —� _. � �. � ( w� C 1 I I � `�� I 1 I ( �'�� I 1 C � i ��►� i� �� __ _�__. � �� ,�� z TYPICAL SECTION _ � �, F. r'�; � y .. �.. � � -: ; t . .,..� „..y� � . 1 � ` � ��•:a`�.. 4 -�l � �- ; �,; f y, �� .,. ` --� r .:.�� j`��''�� `� ;; ,.; `q t� � , : ��w� YL _ � s - � Lv_ s END VIEW �&RREL Q� PIPE NOTE: �SE �04f� PSI CONCRETE • •' �- • - . . ;� - - � . �- ►, � -f DATE: FEB. 2049 S�41V-013 EXISTWG SURFACE � � BACKFILL AS APPROPRIATE i�=�il ��1=1�1 �� } . � � `ii ��Ilw _._.� f i'�'�I I f---I � I �^` �� 4 �, � Y�` � L� t � �— p. -� � � � _ � �' � �' KI � 4 d, ii ( I I� �� ,, k ' ` 1, ' L I_ z* i � " 3I I 1 .�5 �} I � - , * _ 11 � t � il:` � � ` w, . � I�' I�I i� �7 �` z I; 4� � � . � 1 ., � r.. �, � _ �. � � i r +. a*= d J'......'t . � , ��. ; � � � ;�I � , _ � �` :i,;. �� : �� , _ ,.-� ,�� i --- i�� :Y � , . �jj; (' i� _ � � '`� . b' � ♦ e- l I �`�� '- , ;� , r ; ��, :I � � �. I� ,�i C k,: e " . � ' I � � �_ " �. 4 � s `.� �, {..�,� ? r t � h �. � - �},. �. � � � �� : , �. , � � �. � �<" , l a ; , , � � :. , — � �� ...�:.� -- ( i ' ; _. ! � , ! ,' , ,_ �� , � i �� ,E � = iE _'�� 4 � k; ''� _�� !__� �:i i��;� � �,�<. , � ,� � 2 1O 6" MIN. DIMENSION. MAXIMUM FOR PAY PURPOSES SHALL BE 6" WHEN BID PER CUBIC YARD. O f>" MIN. DIMENSION. MAXIMUM FOR PAY PURPOSES SHALL BE 6" ON MAINS 24" AND SMALLER, 9'° ON MAINS 30" AND LARGER, OWHEN BID PER CUBIC YARD. 3 CLASS 'E' (150� PSI) CONCRETE E1-20 MATERIAL E2-20 CONSTRUCTION CITY OF FORT WORTH, TEXAS C� ir C 1� �o L� DATE: FEB. 2009 S -014 SEE PIER HEAD DETAIL SAN-017 FOR PIPE OVER 18" DIAMETER. _.�� _ �` . _.._'' CHAMFER _ ....�,.,_ C.R.S.L VOtUME II (A.C.I. 318-63) TYPICAL EXAMP�E VERTICAL SPIRAL NOPA. PIER STEEL STEEI. PIPE S�ZE QTY. SIZE SIZE PITCH SIZE (a) (b} (c) {d} (e) 6" 24" ' 8 (#7 �3 2 Ya" 8" 24" i B � #7 }�3 2 Ya" l0" 24" 8 '�'7 j{3 2 Y4" 12„ 24" B I', �7 }/3 2 Ya" z z � . �, ��.. � �� : �� .�, SEE PIEft HEAD DETAI� SAN—�16 FOR PIPE UP TO 18'� DIAMETER. ! PIPi� E 0 D � \, 16" 30" 6 #8 f{3 2 Ya" 18" 30" 8 �{8 ( f{3 2 Ya" 2'" 491�l, COVER (TYP.) � —�-- I � mm � -(b) (c) BARS I o� w I ~zz (d) BAR SPIRAL C�7 (e) PITCH � � W z I w � � 3750 PSI CONCRETE � � o � l l � I + :�.I f _•; M, �6,.� `� __ (6..I_ �'"- ""1 f 4 � � DRILLED PIER NO ROCK ENCOUNTERED-TYPICAL (NQ f�QCK BED� TYPICAL PIER DETAIL * NOLDING BAND INSTALLED SO AS �ROC�'C �ED� TO PROVIDE PERMANENT TIE DOWN, RUSTPROOF ALL EXPOSED METAL. El-9 MATERIAL E2-9 CONSTRUCTION �R.T ��T ** GROUT TO PROVIDE DRAINAGE. NOTES: 1. PIER HEAD PER SAN—�16 REQUIRED FOR PIPE SIZE UP T4 18". 2. PIER HEAD PER SAN-017 REQUIRED FOR PIPE SIZE OVER 18". C3TY OF FORT WORTN, TEXAS �RILLE� P'Ei� (SPIRA��Y REINFORCED ROUND COLUMN) �.�r�� rr�� ' � OSTAIN�ESS STEEL BAND (2" (MIN.} WiDE x ya" THICK) �STAINLESS STEEL ANCHOR BOLT (Y2" MIN. EM8EDDED 6" MIN.) OSTEEL REINFORCEMENT BARS PER DESIGN_ �4 CLASS 'A' (3750 PSI) CONCRETE O A�L CQP.NERS 3/4" CHAMFERED GROUT FOR DRAINAGE I �"' 4i1�". g" � � �+ x _. � �,. , _. . � � � � � � , � .�:� 1 ° MIN. � � � �� TR. . t, .��. � � '�� . `.� m� �IPE C7.D. =- 16" E1-9 MATERIAL E2-9 CONSTRUCTION • •� •� ' . .; �;. � / i ' , � " . . . ,� . � , ., ., 0 0 W a � �• S 11• � � �,, � 2a" Mi�. .. . . _ "'"',_"_°" . , , �- _. E � _ � �� '� �' - ;- � o.�. a� �� - ��,� E1 Tg MATERIAL E2-9 CONSTRUCTION �.. ..,...� � �' •� . ' ' �, i � � • ;''' . . � . . � , . ., � DATE: FEB. 2Q09 SAN-017 TUNNEL i INFR lAS IND{CATF� IN SPECIAL La W J m Q � Q � c� � r- � -? o w � � � � W � W J 7_ 07 � J .Q W J � W W � C/7 Z Z � F- CUT AWAY LONGITUDINAL SECTION :+�+',4i, �� h,�: � at'�1�� .i��i:�� NNEL �INER FILL BETWEEN LINER AND SEWER PIPE WITH GROUT �EWER PIPE N OTE: FURNISH & INSTALL GROUT IN KA IIU OF 1 CUBIC FOOT OF CEMENT AND 3.5 CUBIC FEET OF CLEAN FINE SAND WITH SUFFICIENT WATER ADDEO TO PROVIDE A FREE FLOWING THICK SLURRY. E1-15 MATERIAL E2-15 CONSTRUCTION � � END VIEW t INSTALL SKIDS AS NECESSAKY. SKIDS SHALL MEET THE APPROVAL OF THE ENGINEER. CITY OF FORT WORTN, TEXAS TY IC L T L SECI'I DATE: FEB.2009 � —o � � �� CONPACTED BENTONITE - CLAY OR 2:27 CONCRETE � - � � 2(70' f�ifV. SP,4CING PER - �-- --- � �3 CITY OF FORT WORTH � _ � ____ _.. TREE ORDINANCE. � __.. �= -- -.. _ _ -- �, . -- _ __ --- _ PIPE 1-�/�f`TIAI!'� l+l']/ll I0.111 � SOIL 4' OR T PAVEME 70P S01 ��r� �� GTY OF FORT WORTH, TEXAS DATE: FEB. 2009 i � S - 19 T??Ei� GF� W! �.� TYPICAL SECTION EXISTING SURFACE BACKFIL� AS APPROPRIATE ��' � % ., `s, E r _ _ . _ — _ ,._ -. nt _, _ ,_ . —'{ ✓ ..3�i �t�'x � 3�ztc£� sy ri } ._... _ .__. ..... _ r „ � f .,s,s n ^c ^' . a T ' +�. n. ^n r � . ��- � t' . . . ..F � J ti� t c T�, � t€� �.a� v .-.� YF y K .G'� >�.f f r-f q`� .� � . A�i ��y. �k_ i r�: . E U{ 4 f 4�. S} .. . `! �+�x t rG k. 't��.. ti t;.. ,�rA.. r `p y . '� r f� .. Jt�n ' � � s ..A- 2 4p e� � �,r ,,.. � �, .. �� 1� y ; � R t "F � � k � p r „�"j. Mr : � � E * �„' � i ,� �� ... _. �t f.li4" 1 e}, i6�a.,.rt ��..., ��r: T S �� '� � p ' � � � � �e K l'� �. i..,�� -i ��. �w ,,.a �� ,_ „ == � : .- ;;, � � _ . � � - t �v .;.� � __ f �•h: „ � �'. �p Q�''Q�` y . r �: . • _ , � � __. , . _ � . . , _ _ Q`C.-_ . _„__. ,: �; -�� t . -.� e �� . J i. ��,... c � '�#,' .. .. - . i � ......... 1 �.� ,,,,. _ .. _ 4' . I. ;t .'. ! 4 � , a. � : }� a M` T � � J , � 1 � 1 2 .tiP. y.. ,,.,�.` _ . _�i . . � � '-✓' 1� 6" MIN. DIMENSION. 6" MAX. FOR PAY PURPOSES WHEN BIO PER GUBIC YARD. O 6" MIN. DIMENSION. MAX. FOR PAY PURPdSES SNALL BE 6" ON MA(NS 24" AND SMAI.�ER, 9" ON MAINS 30" AND LARGER WHEN BID PER CU81C YARD. O 4" MIN. DIMENSION. 4" MAX. FOR PAY PURPOSES V�+HEN BID PER CUBIC YARD. O4 CLASS 'E' (1500 PSI) CONCRETE. E1-7 MATERIA� E2-7 CONSTRUCTION CITY OF FORT WORTH, TEXAS Co CRE�� E C SE �� : ,��i � 1 1 CUT AS REQ. FOR--• � S" SD� 35 PVG 6, 8, 10, & 12 INCH PIPE ALONG WATER TIGHT CUTTING GROOVE. ADAPTER (PVC TO PVC FOR PVC; CLAY TO :�� PVC FOR CLAY) ' � --,> �� c� ,�`"'`} �'`T.�,' a f �'.., ,..... �. ' ,I,I��- - .�- �. #^.,+`'�C-i� z, n: . � ��a: .r�f��, z..�' ..'R�,x:�s.;.�`"'.t'�:`�.�,.`n ."."'s.*: �""s, �' :�PIPE ASSEMBLY SFECIFIED ON PLAN ,';,=��-�i1i ��) � {�,I�i �I I��"`i`='� i !��= �"I,I �I4----1I1=.1I�"ici l�— �i 1f� '";--- 1;= „a�T ,�„�, ,,,, ��n„r SEC_TION A—A f G GROUND CONCRETE GRADE S (MINIMUM) AND -SNRIIVK GROUT V.C. PIPE ASTM G (SDR-35} TURBED SOIL AND STABILIZED SOIL �CTED TO 95� STD. OR DENSITY AND PLACED NCH LIFTS BEGINNING AT 'ASTEWATER ACCESS _ WORKING OUTWARO TO XCAVATION WA��S � LINK HIGH DENSITY THELENE ACCESS FITTING �CTED-CRUSHED STONE, �RADATION EQUAL l EMBEDMI U,.��,.,,.�� ...,,L P �U G � I R15ER P�PE J—CROSS LINK NIGH DET�I� �B' 4------� � DENSITY POLYTHE�ENE �.-�- c� ACCESS FITTlNG � f '-`�� OETAIL `A' CITY OF FORT WORTH, TEXAS STE T� C�:�$$ �E I�� DATE: FEB. 2009 S -02'� 21" GRI CAP w� LABEL 1" WIDE REFLEC 1 " APA 6" BEL 4"� PV� �� , ;; � � �� ` , ' •� �`� - �,� z� _ A`t ;, y , � <,r..;x s: ;.. , ��.�_�;, `, A`- x c : - i �, � ` � ,'`. ,` ��' , t, � � � ,� ,� . �� • t� �r� r_ I - �;; ��:,_ ��„ . �r �� ;;r. �'ti ..r NOTES: 1. MARKERS SHALL NQT BE USED FOR 12°' AND SMALLER DIAMETER SEWER LIN�S. 2. PLACEMENT SHALL BE AT EACH RIGHT—OF—WAY CROSSINGS AND MAJOR UTILITY CROSSINGS AS DIRECTED BY THE ENGINEER. � �. �. � a a .; . . ► � .. '' � DATE: FEB. 2009 a7�1V� oG� ',; � � � • � . � • � .� ; , • � cIT�� or�� rax�r woR-r�� S"I�ANDARD CONS"t�RU('"I10N SE'EC�F[CATiON C?OCUI�it:NTS Rcvised July 1, 201 1 � =(ifl,s i:lF':1�Gi.�(rha�lt<ii�cf Strc��t r'rr�jrc'1 c�r:� �',e�e•c� ^.;. r,r_'r: � � � J �- � Q f Q � O �- = Z w �' � w w �-'� � z� z � w � F- � � � Z � � � � � � X � � W C� C� � Q �, O N C� QO i � w� � Q � "� � �� W � d � � W O � 0 Z Y w tt;_ ¢w� �-f m�,.. ["� J Q.� Q � � S C> H 0 I W 0 C9 Q � z � Z �C� Q m X � Li- W(n�. S Q= JU � z� m� o z �� Z � Q � 4 � (n J Li � F' W �- � w U�o <3� O� '�Vj> w� � ~o �"w� �-T-cn � U J � �, o U W J Q W � z QU z Q� [D � Q '�L � J W F- �� O J= J 4J W � � F- - LJ �,iJ ��Z � `�O� Z� m o v> az� ocn —�� W OQ~ �� Q 2 V7 1- F- Z i- U li � N a � � � � q Z W p Z �n-w z0 �� Q o�c� r w—Q c� �� o� �� F--�z N W ZQCwlI � W -J Z I- m � � =�X � ��Q z(!l d q w � � W � Q � Q W = � � w � Q J!-� U Z C�Q� z Jcn� ��O Z�<t � i''z0 �Q1- � � � Q J � � z t � � W� O U � O� O�� X O � J � Z .. � � � Q J J O � 'Q�TL � ts..�l.i Q'SO O .- N i"� d- Z Y" +,�x� ��"` ,.<•. ..'fN .. w �` "" ,r `,:'� *T. t, .� ',..r' ;_,. .: J ',i`� ♦`Q,�• i� � •-'t�'��,.� W � (w � , t��'^. ,�.�,:i w �~ zw � E-Uw � Z (/) u�m 0 W U � O� Z (n W 'Q � � m rn Q Q }- J N U W O �� d � Y �U �� U� Q� � � g � J � ~ � W � � 0 Z � w -i�" ¢ � cwn i ma.� I a` � � � J � Q � W � _ U Z W � � , �° � �/ , � fi � � � � . � � U Q � S � � Z Z w F- � in j X Q W d � � � Z � (]� � ��F- X � � W CJC7 ,tL';` ,: ` �`� �- �} ��; { �ri� },� °i [� ��. Y � :� r� � � t x ,- . } .�y� � � iyr�� ! . �+ � � � Q t� m W N F- _ z Z U w-� v�o _ d-�Z N � Z � Q O�Z O �� Q m � � M O Q �O] J ¢ ��'; �� 0 w-� ` M 3'�- zQ � '" � Z i F=- Q 1 �__i I fT9 i � � t'�' (li C1] � 1 , . � �� .,. � t . X � li -_,_ � �I � �� W u7 ._. �11��11�� W d � J J Q � _ U H Q � � wv ~ � �� tn m cn o w Q �~- z � z00 p`t C.} U5 J l�. � = W �-i- � ~ Uti� F-� o z � �� w w Uj > W O !L �Q� Scj f'W� f U � � 4 J Q = Z in Q�m �4 w J W � J = J i I- F- !L f"' J U W W Y 0 � z � L,.. � Ci Q V- -�C.� .4Z� 0(n = Z m - IW- � � � � _ Q O �� zr �� Q �� Q(J� � Z �� OW z0 WQ C3cn� mU O U � Q �� L'- m = � Q � � W � � � � Q ,��Q � �� wo �� J�� c.�oz W� Vi� �z0 �p �` C� �<C�= ZQ J�� tf � O � Q 0 � O = � �� Z U�cn N N O�� J� Z J � J J � � N N I.i � l� Q"'r U If� c0 i� O m O � Q � -� U Q � � � O Q Z w � W � � � Z � � � U � W -� � z (� S� z W � W- F. Y � W � (n O (ti U � U Q � � F=-w W� W� p� -�~ i-z-� prW- UU Q � � � Q � � J U C� C� U-= U z � Q O � c` � � � � Z W � 4 C.} � O� m� W CD�O F- W Z � � OI+J O� WU JQ� U U W Q m � q�� Q= Q J z � Q W� m J � w W N � W d� � tl7 Q � ' ~ f!1 W I � � Q,' � � � Q z o O � m O z� Q m � U j� J(� �( I J w W F- ~� Z Qtn UQ� Wz dZU} �Y Z�� U�? �� W wU (nQ� z (/)Q in - I- > � W Q Z Q= fn J W C.J = W C,) m~ X�� ~ Z Q Q �� w N J W z I- J� JO � U- U7� h- � �� W Q S O Z X O U Z FW.- Cn Li � w F=-- Z� cnF-, zO J�^ � �UQ �'-C�� C= Q0� �- N I'7 �}' Z ! '- - I i'—� � ;��,sf I i_I �ll{t I�I„�� fl.�, ,.._ �� i ; :' . ` �-�: =( I � � ;," ,',k'� fi< < ,• .�Fy��'��1i� � :,� II;� ',�`, �f 1 �;`-; � � -� � F- . .. U � . �.41�`'°-ti: � Q f �:~t��'�� J � W ' "`'i l�. `° _ � ''-�.��;�. � o �,,�`�`�.� Q z z �.�..�, -�� W �. ;`� .��. . � w `-~��e�• N � � ��'�ti�^ �,~ U ( ��a~�`� Z � �� • � �titti� t �� t �' '4.�' \` t �� ``\1�i, �: ,� s', �,_. � a:�� :P�r:; _ � - � W �� z � ''>ot. x a �:,� � w� � N -1 p Q �� i�— ~ Q� � �� W JQ � � W O � 0 Z Y v�w <t w � j m � ._, Px�� iir �ill�� _.... _. i _. i" I W � Ir� � Q � � z J U Q ~ � � � v� ¢a �� oW c� � Q z °� _� �x w : � �� c� ; �� z �=p�W '�.� �1�1_ —' l X � � �. :' ,� ..=-i;,' ; __ , _ W U C.� - �y' t7 -i f �"i"� ,,r`-�f� �I:'- . W � � 1 C? Q � .:"' i Z� Z ' -� _ E— C� Q (� _a a t� �m �—�� , x� � = i � � --a :'-` � � �. � . r -� � S � W CJ � O m � Q Q Z x zOO �`Q � � � � � � w �- �- � O ZL�Q �� w wUj> W 0 � �Qo =cn �- a- u, cr �- v� � JQ� �z It) Q Q Q Q �n= _ �m � � (n � J W J F- O(n � ��—J cwjW U Q Q U C� z� lJW J QZ� �{n Cio Q m � �� 04- �o �c� � �-z�- �� n� Q ooa Qcn z � W F- Z (.�W ��-W z0 W p �-. i= �j Q O(/�� mQ S Q� W - � ¢ � Q � i.� N� W W�Z W � U � U J m Q � � � o � � } U� Q � g= � `�W O� � � � � W � �_ � � Z Q �� U � Z z�= � cn� �zo cn �- � � Q � z QW � �� Zci� w= w Q�� _� U Z I- (!) <LI- Q � �-i J�Z �J a J � O � J O O � �� o� �t�c� O � cJ �i �r Z i i.�_i 1 }�.:��.�� . a ( � � � �� . ' � > � I . { �� 0`.: . , . t. . K.� f`oi.` t'e� � m � <�, �',a .�{ (� � �— ' '�' �� X � � W C� C� r `:t- !"- ,'�q�:. 6.2 _. J; .4' `� � i: � =' t . W F-- . j` ;�'�.Y� ZW W '� ,. F- U G�j ;; r�,� ��.Q� � z � � }°'�A�, X O Q ;.� ; , wUd .P; �� ?`�3 ,.��; ;Y�CJ z �}.', � � ; ;�j -1 � ,y ( Q � r �},� _ I- � " _ W � °��'�.'>:"�I-�.� w r- ` ��'�=` .:j cn v� '�:�:�; `��; � �- m t . ., � w o � . ;. w�=v :z.,,, �w~� ��t,- o�oo � � � Z } F- wQi-z � � z � W -� w ^ Q H W � �+Y' t. ��Qw f� �--> J CC ¢ O w w c�v�z ' �'�'"".�-�,� 3. Z � _ aa _ : �: c � ,�. , � � :` �r�. � � t�: u� `r�` � . � '� .u�r � — Z ,IWI ia o :I�) H _ W - � '� Z i�� O N I I Z -� � _ � '� I � �� i 1 w r�- � .--. �¢ I �J w J � ~ il �a o -- Y j w ll=flli=ir� m�� ,� =j'; i w i j= r� o � _�;- z � z _ �� Q i f:= m �iI? x�� _ wrn.� (,rI J L? Q � � i-- 0 = H w U S � Q� Q w ~ O z�� Z �j Q �`Z - C.� � � l`- �C �� U � �� _� O � W O � � � "�-o � �" o �� '-� t1� � W � N Q W� � O �' I-W� WQ w�j � �C!} J � � Q � � � Q � Q�W� �� CO tn �Q J Z J 2' — N ~ W W J Yo� m� �� z� U .Qz� �W z j w �cn mJH QC=J pW � Q� O Z r �� O � U � C� �� F- ' �� Qi17 �� Qo �w �- ,,, w� �,_i f-- z O ��i- �� w� wQ m= ocn� >o w� w� mv ��a �� v� f-� � z cn -' m Q� w� �� O� � w jZ C�U7 J� �d- `tL�i_I¢ U� I\W O� �� W � Z Q � m �= Q� �� o �"Q zv c�oz �cn� i- � w= �Zo �'- � � O� ��-�. �qt= J � � U � � � U � � � m � � W � � z � Qt-U: OZ wL� Oz �=F- U �� z� QZ Z(n J�Z �JO-J W W JO W X JOO F„ I��t� �� dU �w Q�C� Q � N � d- cn � i ' � • 1• � , � , �; C1TY OF PC�RT WOR"I'I��I S'i'AN6�ARD CCJNSTRUCTIC�N SPE.CIF[CATlON DOCUMENTS Revised July 1, 201 I '(�(1B Clf' Nerghbo� ht�od Su-eer Fr�ject Ciry Prajecr ;Vc�_ il!?h3 5' 44" 62" , ' ' ' 5' � � � � � , � � • • � � � / � � � o , • � � i( � a / �, � � � � • • � � � � �' � � � $2 �2� 22� 12� 11„ 2 12� �4� ' ,' �' •� • ii„ ., , • , , � ', 1 � I � �' • •, �';• � .'' i � i �� ' • . ;i � i � t • • • I •• • • � • - Ri" TYP. � FONTS: FORT WORTH LOGO IN CHELTINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD COLORS: FORT WORTH - PMS 288 - BLUE LONGHORN LOGO - PMS 725 - BROWN LETTERING - PMS 288 - BLUE BACKGROUND - WHITE BORDER-BLUE NOTES: IF APPLICABLE TO THE PROJECT, CONTRACTOR SHALL OBTAIN VINYL STICKER "CITY GAS LEASE REVENUE IN ACTION" / LOGO AT CDR SIGN AND ENGRAVING, 6311 EAST LANCASTER AVE (817-451-4684), PEEL AND PLACE IN FUNDING SECTION. . . � � � � 1 " TYP. 3" 1'-4„ 2" 1„ 2 �2 1" 1" 3„ 4 1� • •' �� ,� � , � � � � �� 1 � 1„ 4 DRAWING NO. 1- H I DATE: , �:' • : , • '�. ' • � • / �,,. , .` , •., '. � CITY OF FORT WORTH 2O08 CIP Neighborlmocf Str-e�t Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cih> Project No. 01'63 Rcviscd July 1, 2011 mo y� � o 'cm a� Rm o ? d� a �U U 30°� aT m� Rm � iic�i � � 67 Q N C (nF.. LL U V C � '�. � � � � � d ` � f6 � : ' �...� Y � ... a�imQ� `, �3 mc� Ny c a �m�a �x +�• �m >.�m�`� ,� m a> � � „ `° _ W � .�� rn EE =N�3-o `-m a � m E °� � .. � o0000 . _ = �, � 'o� a� d- c « •� � _ � �i :o 0000o co�m '� �� °ry � .c -°>a m � c � m= _ d >.. �c ._ �3vcy � �n n ... �. . �':_ . 00000 .... � ' �� i00000 .. J .� p V O @ C R N N� NL � �� N U1 tA �N" d � f6 Y G N �C ('� � C • -� ...�, �00000 � — � N L Q .r �`p O._ C tA 7 W C E>- C L 7" N O � �,L. � o0000 _ Q ., uo,oan o0000 � Q'Q a`-' 3_ ° 3c 3'rn�n v o �c � u, m m ' 'rnN ` � � > 00000 � { P .p... C"O C N ry N C�' N 3" ' T O � C � � ' 00000 N C� tV'� N� O d w (0 00000 - J y IdhCll ��.00000 ( . (6 t6 I- �.. Z � (/� C V' > � � O � 9 � (jJ �'O N � (y9 ,0 � � 'O � U7 J � � ?� «. N«.... �'_3._.3 C �C J ,00000.1., m � ueuJS3P2d 00000 � m W�.�J -� (6 O X NN � i'j V p T� C�.OIN.... N 6l N'� �6 l0 p,�'L""J @� f6 ~ Z uo� : i aii __. .. i� P o0000 �m �. ' m� � QN='-` �"-m`m3LQ�E �`°�a�°'-ac�in�wm�9�o ui�uaitd N � �� . �a'SEI� 00000 � C W� �; 'uiW 'O � LL N R � ��N N Q _ N� d y(D N U•L•• N t6 � N.L.. �� d V N o7 O Q�..0 � Z �. .. N ueutsa�d o000o m n c . _._ W- 3 E c� d � m m E c� �a o �,� L � E�.�� - s ...... . .'00 �'�m :� .O'.Z �C � >`7� U t6� tn.`..�C N ym�(NA N> �O � a..+t�� 307N (`U O N W S . om @Y � �o Z 3v c 'mcm��`��EE=oc:om.�°a:.`omc�o.a�NC"ON�L��.Q a� � � r � � �. 'UiW C � ti '.. N� W t9 N (0 �> � 'O «. Y C 3 fl' C C C � Ul .... "" _ .� I"� a' (? " �o a3 ': cn �� i� �cLi �cmyv'�rccOLmccOi�m�N��NUCN�UEf6.-c3�mm - 0� —� o t : .. . ,_ .0-.L a> '' ' > d� a�. � d �„� �m m�cfl,d oa�� o a�ca ��.! om d�ma�t m Z Q � �� ...c c>. m c�'C� o o.�m a.�0_,�t� �pc�oo��= ��y��._. c�rn s ym oo m m� d a� p'-� a.� o�o��c m:=.N�o �ca�d �xc y v� Qp. g�o 0 � ot c c t' � _.... ...__ ,�y rn c o a _ a� m m� �o 'a � m- -- o-._ o - ca � �-�- f4 � N �� p)� �.G N d N� n� � y N � 7 0 C.O �y Gy �p�p �(� (6� C,,,, Od � N C��t4 � Z W � un � _ Q,`�c �orn mc o�m o=ar.°La>�ino m 3-c�n=a� rn3 c'> >3 = Op -m3 "'-a� Q -�- c��3��c��n.ou`�,`6� a��E�C�NU�dUN.�'6�0� : ca c � •QE � �' � o s m� o �n 3 c�..c `,v_•- �... a� m v af6i 1- � W � �.0 C Q. pl ],f6 fA y � N N V>+� N(J ��N 41 ��'� C N ya N� a?.� C a V mY.'=.. N N Q Y '� oN •K^• tT3m :o N 1-3in � o.m �o-'n�ooio��Nc��aa�3a��i�m��v�i�y°�� o �O — o W m � Nm E� ��-�,`oa� E a�v .0 3 cc � o c m 3v U dt E�TtO��a�3°c'i`-'�`o��om'�N=,�'��»o'�m� �N d� � o�� °= n _ 3 m a� m oda�' ca��aoyv,� �om� �oE._,�E�co�� o �� ' o�I O �L N� � � LC �UL�S(qy��Nt=nf00�Ci�7N�t„p E�47-N�@�'0�� ZJ � r � � � ��Nm � t-a� 03 Ro�aTny�NE'�sFa-c�a�m�o°- =.mcc��Yo�.ac y Qm P-' m � mrn n c m.. g c`o�mQ 2'.nEm�oma�vEiy�c��myma't-`$m'�m..mM�LNO�dNNLd o �d �� Z C= �a lII C N � � �m._ xa.Q -rn -- 3�'3 3=Y-�.ca L^„_ ,�t�V m� N T C d C ' O (6 �Q.CL J ��C�mN � f6(=J m��U N C'a a.�(9 Na� C OC �-�~'3 �N4, p/ � Z O O @.(fl tp � U 47 ^' Uc60`)>00.,.. o--,..... � � -� c ��:D.-yr3nm�n�o" o- QcE�a�'i�Ea>f6�oa�L��i�aoc N 'c_, � Ea m� a� o-o � a`� � mwo Q �3�Yrnm'a� >.� d� rno�acmnao"a>...c�ma�c°�iain m°1 „� m � o m c d d m o o a� nQ� o.� N.-.- C.�NL UI X a. Q V.L�+ U � f6 E Z`�R- m U N G� _� � 7 NY� �p U U� N� L].'� O p= C@.....d N-1G N E fp'O C NL N N� N� N X X'E �st Gy � � y 3 W � m X �L m-'--.. >v � m m N s fl..c a� o�� N O N' m �: `� � c .c � � E•-� � N andf6omo« a`m 30... m a�R a_ � m 3 � � E � a� �a o= 3' a� a� -- -� a� v s " " N � C�. (II 'C 7(pL �'x� p��Ut� Ny-OG� �N'yQ.�.... tq�.._NE�=r""CN�f6Y O �� L_NN 'e E>. m � m c� p p �n Q m ca -- m c Q- o � c_ u� � a� o �-� a�� 6 N co a� m v,- u� c m �- u, o m � c m.jy c o�c v= � o �, � m� m m� Z Z a�� v, �' Cn E-oN_N�;Lfl-�aQo�y��Lmdaa� 000��o_.m�.�,_ cro o-o� € o W �� n� >`` -°va�m� d �o Er�, maE y�so��oa o Etc�� va�� ou, ��, y. `�� _! a N m � m m m a� m�nEArn==3m....•-�d � -a a�c>,v,iy.c�- 5 � � u��'t a c N E�a� XN � u'>a`n c ��sc3mm �N'c£-°'-mmm cica�ov�3n.°'-Y`� om- oia S=Qc� �a } � � a.i o m a�. m a'> F-d - o�° �� ya�Ew�c,� p.U1yC(9�NY�L1NtpN�ONE(OL Q�Y°'sE1° - � oo �o a H U Vl N (0 ' Q Y N N U E . � C tn N E t (0 N E� N� U1 Vl •..• d N O` O lY N ��`� � � p�.`c C N� � N V G U l4 N C N �'- � �.-. �O N�"' 3Lly rA C @� N OU NU =v m m ` E o �' > o.a� ca .m v'_c�_� w`��nZ,a� 3`°•- v � w � Q� O=. o.�n m� � Nm m�•-a�- m c cOo �_ NN m �am c-- / .. m �♦ � � C N (0 = p - (9 M t0 � V1 � � � �� S N �� Q.N.� �� @L�S Q -a � O QC (6 a�C.N b vL � � i•N 2 � V � ... t a'C �- c-'- ca u� . E`. ..'t ,.. Q � a> u� m N rn_, I c �" -- .mo=- m�On a� w x�o�._. �o o� � � UZ a�i � m c�i � w�� a � ai'� -U oF�- o a� a� a� 3� =s�m�6o`9��o.�c�V aNi�w�axi°v��in�3a`U`��c°�rn�`��tL-�U� i�.y03`o ssoJ � N � — N y 3 (0 L p� d N ��Z L L..L..� O Q NF-J� (3�U(D OOF-tnV �.. (jfz tII � N p � C = U � C � ' � ~ ~ � �r .�- e�- .�-� r �� (�j _... �. , Q � �� •.. �� -a @ w � g � E o U o � .- c.i ri v ui co � co ai .- N N c� ` w � 'I W�a N°i � � � 3� m a 3�NinY �,;, �. �� ' cA �n � m 3 � � c ` � ` '- U � _;� � a� ' c � m n C� � Y O ❑ W�m �-a 3 c�t ar �a `myom�^ m r;,: JQo N� o��o aa �a� �0in�� S Z � �� F ��.i IZ m Cp � � t a� N �o = � a� fl, o> � a� a��-o w p w (n �� ♦ � z �� F- m irs E' x� o� m� a> d m m��' �' S� a c� Z }' � � m� `v � o Q . � �� -- irs Q- �>�° �- « a> � � a� Y�� z, �id. J 1 Z � �x � c5 Z U U c°�i Q'a a> �o m a> :v ar �. a? � � m c�i �_ :Q p ,• Q J �- Q _�� W m W �m t- o` � � -•`- � c� � .... .n ��-m T� � xZ �� c � Y ��_ �� 't `.'= c.J � � pt� �O °c�_�o aai �E vg �� _ � =w x .: . w a a a 3-a� m.m o ��. o� w iu v, -- � a�. '. �, cn � CA a, � ; Q, — W c� c�i z- _ - O o c E� o o>,= u) o m ;' X�n � ��a 1 n- r-z5w N � � .. w � . �� rn m a� �n y o� ��n � m.n m>>- c m a' .' "' z � �¢�, s a a� U �.Qcaa.� m�'� E�'pa �d c mm�� o ,�� Q � "�� Q o � m �'c � s 3 �� 'c c g� ,c`a c:? a- °--- � u >.� c>m � v�` � � � _ ., � : � � 3 cn a� a o � E`� o L N o s �o � o o E z � �'°� ._. a� r ` �� W N ... m o _ �. n � c� .Q _ � �, . - v� � '- a� �- � W W@ N j��.� X n m g c o'�' >��-�a z <� �� ._ � � n'��C �� Q lz a J lW _. �,, . p � � �n � a� � � o �a � m ,o ._. � `° ` a' � - _ _'�_' Q rn;a � ,,' �,. o a. - � Q�� Q N� N y N d� U/4 ��,. � . .... ♦ � ... Y � G V v) ,. = x Z . � W O z� N U tn N C-� T C y W ' �� . N ,7 � W �-� . �� @c a_Ni m cs c�ut m� o�'��a� � cn z. 3 OlS' �'��'r N g ovd� J� � �g �� g� z '� x a� c t • 't t� p. �� c= �. a .� :. � y � o d 1 a m � Z . cW.�¢o 0 .� _ � ._ _ ... n. w c . � . � W �°� v� N a�ni � m o m= ..� `~ Q "�::- N � �� m Q� m m a � ° � o z T� � ...�•. . o E- �n - co cu �c a� �- -," ¢ c� C� � � _ � o � z o a< c� Z � a> a>� rnE o rn� rn� �=N>�E a� � _ .- c� LL - ��oo' _ � n.=' o LLzm 1 Sw �` �jf y� y C O� C'O C O@� N 7 O U -� ? w 2 Z � � = d!^ Y m x vi Z- K Vl �n .a U`-o � i�`. N � � � � a�n 0 � �� o� t � R m � W Z W�n � z S C� �... a� a��- ¢ o�z ' m� Z am��'" a a t- Qa a �¢c�C3o a a � o� c� m� w m= m co " d n>, O. o � � a .. a� W �� d�`� 3 a a � � a . `- ?� '� Z� n N�� o� c�4i � a� a� a� ��3 0°� a��i ��, O �• __" V'_ �� N�O 3 o p � � U O � �.b Z�' `� O� V C t0 « - � c a`�i � m�-o m m� o E� a� m� Z o 3 W � o, L _ ' �Q � ' Uv omo �' � �_� E o¢I-Ot-(� � a3 � U� � �- r c a s c� � c� � p� m«� � a: X a� m.a ci 'o ai m� W a > � a� � c a> _.c d x a� �.� ti r ti � n m W �.L V- (n� w � Ucn �n�a¢mo a�o Ef- _ �� N M V� (O t� ... �_��, � W O �. . _ _. __ . .. ��, ; ""I g�, �� wQ e5i u, � w�m g ��, � Od la� �E a J � m N� °" ,� � Y � E. (l) a ' O Q� ta � Z ,�,a �� '�� ',=g' � o � � � �� g w � o ¢ J'� � t `° a� � � F w�¢ Q C7 w � �i W3� �y��J 3m. �O Q a �£�; zo�}� Z a � . � � A � � w' � a ' � � � .. � Q. � ; ^... . F- ¢ � a m ...��' F� c �. �� yld .. w '., �. '.� m � .. oo/ `` �:.�. . Z @ , ; i � �. �- � „ � � � ry �. 1 Q m � �i a �!� _ � u-.i' � ' }L' '�'• . J .G y O �0 6i . v/ .. 1 j ... � c0 '` 1"� }_ ' \ n � � � y M. N ♦ � W LL '�,��. O I... . ... ... LL , � .... . v � ,�a � � l � I xw�o W � a _ „ � C� �3au ��'; . Mm� Q �� " a�°i�'�• �m a�a��: Es � � �� ry�A�� \ J J C . o a? , � ,._ ... . iQ- � � ._ 5 `m�' � c � '� ¢ m c� o � : � � a� a� -o E L mti . v�� C 8�: : �� f- J � r � � n. c t n (� ti� � a � tu � 0� o'° a' v��. ' � `r i � � , � j .: : z z - � �- � � � t � ., , � Q � y` ,'��, � � N O Q � C i � 1 @ Z O � . .. . . . - 9 ,c_�c•;� � �: .o c=� U c �°' n ;�� m :, 00 O � 2j � � N J 1 • � � � � !- Q �c Y `o � � � 1 � .� . • � � w � Q � N . � � :. " _ > < ; �;. � U i��i O d 3 y �.,�, � �, U .'� �� O (i� W... �� ',.. LL , � � � � _ _ ` .. = a ''�,.. j•. � .1. :' .....� �-,',,, . m� d � o ih > e � • ��. � J ♦ l. �. � Q .. � �,�. � �,@ ; � , �. z _... . uiw.q � v Z ..... ... . C) ��. ,, m LL �Q _ :� � W o3 •�'' } �� r' � � I- ',, ' 4.Q' I �F w a � � J = ` m `� � 6 i F Z �G� '�i �tiA�� , W � C a W Q a U .o a ��. � � �'S Gua. � FQ ��' . Q� �� : �' . - .... � Y _. j �. ^`��i m m a �. .. �� .�°a aC c "" � � C � � �p � ` vZ C. qG •:� 1.n.. �U � g< �� o c � � �� a `� `��.. - _ Q N �' Z¢ � > \ W g a"� 0-0 � o� � � `' LLI S a~ E � 3 Q a m W ma a � o } h �� W z %z� �z c � i+� Q � F � � W O�' a tY Z Q � � � a � �Q � � Wa --� Cn � � �.b � H W �$ � � � W m � w Q Q U�' .,L,.. pQ - Zz 1 `� � Q m w a F ' _ QZ . �� i �', M . . . W�/ ��',,. � Z LL m x ,�4', _ tu � a � � � n w Q� Z U U� Z . Z Q'1- O Q . �Z �� O z- i-- W `a �1� U �� W � � � _ W , � (� �'�.. � . ��. Z W � �'�.. Q � W � m w X¢ � � a wa � m � � � N � 3 = . ,,� � Q � �'� �'•, �.- ��a�� . N � C7 . �"' ; ' � * _ Z ..., _ �. Y ' -� ., r x - �_ . .. . � � J ,` g I� �. ._ N Z W � t cn ozw U � . �, r p p� � Z — . � ,. !'w . � . . ... Z J � . . * ,, �, U o�Y Z .. . .. NIVP�M1301S a n�`"� . :..:. '. ..... vJ � � N c � � � � ' � Q V � � . � m � * U LL' W _, E ;� `. Q ,� ; 3 X�o � a� � ♦, ¢ W Y u� W ,��. � o � � � N UQ~ a ��.. m¢ N a¢o ... _. _. T .._. __.. � W �� w� v��i �y � o''v � � o mN�x �W S�OiS U� Z� y W Q d a' � � Z d � av �� -..__ ~� m n O¢. F- l� �y�� Q��`n rn� ¢ ::' ,2� �i .:.. F �y.v � Z � <�� W � �� n Q � � Q w %C� � . 3a1� { � W � W � �o y .. ��_ �Q] c m �� ti u�� Z� � @ , '�., � � ` i � � -�U Z J H �)� �\ ti� ,., � Q sa� P I � cnZ JE �'�. " < �� ma �r � � � OQ � o � � � ��.. O 'v� � ZQ U w U � � � C N 7 Q � � r � U H Z - x a c lUj7 Z � N V 'S � � 0 > .. C � .. C C �� Eo� ....`S tV t0 ,*,+','' , �. �+'� ��!�� .. ��*1''�' 1M Ln � � � L * � ': G . X � � / '.. / J .. :Q C . ..� ,�; J � \ � � � � • . � ,. ;; � �.�°�- ,.: , � n � •' U L � � ' .� � � a ��'�� E � � a �^ Q � "� '.. Ea x m ` �� . �..�.. � 0 3 ,, d a '. � �n � , _ww �';, � • Y ' �� U W a H m � � � w U W Q ~ W � d � U I � y _ � 3 ¢ W O O `c Z � m U w c c o �� Z �� O m_m`v J � V � � = c w U a '-� � J � � �Qa� w Z OO Z� Q � J Q = t,.t �m � Q Q � � Z � �z z¢ QJ� �3� oo� zNa ¢ a wZ� N W � tn U Q � � � m Q � Z Z O � Q J W � Q U � � = W OLtJ¢� Z � � Z a w n. v� �z �� ° , , . � � �C'� � � . � � :u3 �, � . a �c � � Z :�n 0 — � � U � Z /� -^-- ¢ � N Z � a z �, Q � � � 3 � .� � �. mw ¢ � � 1 � J Q U � O � 0 Z �Q � � U � _ ��+y'�° �` � � �� .,5.�� b� X ��Ia Q : __,.__ , 1 ' z � ' MAX. -�H � M¢1?t. �:d. � : � Q . '� Q �. �. � Q� a CL � } � � � � � � � � � � � � � G Q �I m � � U � Z on',.��.��..�,...�,. V��''',,. �' �I W �.. i- i-- � W �1�, � L.{� W I U �I N O O � � �j 0 Z � � �� °�.�� ,� � �a 4 ,� . a�f°`� � A��7`` `��Jr�'� -�"'$� � � � , (el_e'�^�� 0 ° � m � �� ` r� �� "a e � W lCl �e�� o ° � L{� o ``�` ,�° �p a�� ° �� P �� g � � '�a �� ' � � ..�.� � �� ,.y �� bs e � m �.� � ',f �� °� Q� �� .�� W J Q U � O F- O Z t� � • .. ! �t � � � i � � � � � � ., • , � � � �� W 4 ll. = Q� � � N = V LL O u µ Z Lt U. c W .J : � � W � X Z IW— _'� �'